وبلاگ تخصصی مهندسی ژئوتکنیک

نمایش آنلاین مشخصات سد های ایران به تفکیک استانها و حوضه‌های آبریز

نقل قول :
مشخصات سدهای ایران اعم از موقعیت، اهداف،پیشرفت فیزیکی،هیدرولوژی، مشخصات سد، سیستم انحراف، برآوردهای اقتصادی، وضعیت اعتباری و... هم سدهای در حال بهره برداری و هم سدهای در حال احداث به تفکیک حوضه های آبریز اصلی، حوضه های آبریز فرعی، به تفکیک استانی و نیز آمار و نمودار سد در ادامه مطلب ارائه شده است...

برای نمایش آنلاین روی لینکهای زیر کلیک کنید...

به تفکیک حوضه های آبریز اصلی

به تفکیک حوضه های آبریز فرعی

به تفکیک استانی

آمار و نمودار سد

آلبوم تصاویر سدهای ایران

دانلود نرم افزار ویراستیار

(پایان نامه ای بدون غلط املایی و ویرایشی داشته باشید)

اگر از نرم افزار مایکروسافت ورد برای نوشتن مطالب خود به زبان فارسی استفاده می کنید ، ویراستیار حتمأ مورد نیاز شما خواهد بود و استفاده از آن کمک شایانی به شما خواهد نمود. ویراستیار یک افزونه برای مایکروسافت ورد به شمار می رود که امکانات بسیار مناسبی را در جهت نگارش بهتر به زبان فارسی فراهم می کند. این نرم افزار قارد است تا غلط های املایی شما را اصلاح کند ، متن شما را نشانه گذاری کند ، نشانه های گذاشته شده را اصلاح کند ، تاریخ و اعداد را تبدیل نماید و امکاناتی از این قبیل را در اختیار شما قرار دهد. همچنین یکی از امکانات بسیار جالب و کاربردی این افزونه در امکان تبدیل پینگلیش (فینگلیش) به فارسی است که مناسب برای کاربرانی است که به تایپ با حروف فارسی عادت ندارند.

برای دانلود نرم افزار و مشاهده توضیحات تکمیلی به ادامه مطلب مراجعه نمایید...

برخی ویژگی های نرم افزار:

- اصلاح املای واژه‌ها

- پیش پردازش املایی متن

- اصلاح نشانه‌گذاری

- تبدیل تقویم و تاریخ

- تبدیل پینگلیش

- سازگار با نسخه های مختلف مایکروسافت ورد.

- و...

لینک های دانلود

لینک دانلود نسخه 32 بیتی

لینک دانلود نسخه 64 بیتی

دانلود آخرین نسخه کرک شده Simulia Abaqus 6.11.1 Win32 ISO

http://www.19cr.com/upload/2011/7/20117308425541400.jpg

In response to expanding industry demand for realistic simulation, the new release delivers on more than 100 customer-requested enhancements for modeling, performance, usability visualization, multiphysics, and core mechanics. Designers, engineers, and researchers in all industries can use the new capabilities to rapidly assess realistic physical behavior of materials and products, in order to improve product performance while reducing development time and cost.
SIMULIA enables collaboration on performing virtual tests and meeting performance requirements. Its portfolio provides powerful tools that enable fast, accurate performance studies on parts, assemblies, components, and products designed with new version 6.11.
About Simulia
SIMULIA is the Dassault Systemes brand that delivers a scalable portfolio of Realistic Simulation solutions including the Abaqus product suite for Unified Finite Element Analysis, multiphysics solutions for insight into challenging engineering problems, and lifecycle management solutions for managing simulation data, processes, and intellectual property. By building on established technology, respected quality, and superior customer service, SIMULIA makes realistic simulation an integral business practice that improves product performance, reduces physical prototypes, and drives innovation. Headquartered in Providence, RI, USA, with R&D centers in Providence and in Suresnes, France, SIMULIA provides sales, services, and support through a global network of over 30 regional offices and distributors.
About Dassault Systemes
As a world leader in 3D and Product Lifecycle Management (PLM) solutions, Dassault Systemes brings value to more than 130,000 customers in 80 countries. A pioneer in the 3D software market since 1981, Dassault Systemes applications provide a 3D vision of the entire lifecycle of products from conception to maintenance to recycling. The Dassault Systemes portfolio consists of CATIA for designing the virtual product – SolidWorks for 3D mechanical design – DELMIA for virtual production – SIMULIA for virtual testing – ENOVIA for global collaborative lifecycle management, EXALEAD for search-based applications and 3DVIA for online 3D lifelike experiences.
About Simulia Abaqus 6.11
With new capabilities and more than 100 customer-requested enhancements, Abaqus 6.11 delivers on SIMULIA’s strategic commitment to provide scalable, high-quality realistic simulation solutions. SIMULIA customers in a wide range of industries including aerospace, automotive, consumer packaged goods, energy, and life sciences are using Abaqus to explore the real-world physical behavior of products and materials, in order to improve performance, reliability and safety, while reducing development time and costs.
Abaqus 6.11 marks the first release of the Abaqus Topology Optimization Module (ATOM). This add-on product enables Abaqus users to perform topology and shape optimization for single parts and assemblies, while taking into account large deformation, material nonlinearity and contact.
Abaqus 6.11 also introduces a new electromagnetics solution technology to solve problems requiring time-harmonic eddy current analysis, such as the hardening of a bearing surface due to induction. In addition, this release provides a new smoothed particle hydrodynamics capability for modeling violent free-surface flows, such as fluid sloshing

لینک دانلود به همراه کرک:

دانلود نمونه اطلاعات تفاوت های حوزه های دور و نزدیک به گسل در استانبول ترکیه

Earthquake Engineering Department.

Atilla Ansal, Aslı Kurtuluş, Gökçe Tönük .... Rapid Response Network Stations.

بررسی PGA بر روی 24 ایستگاه

(PGA ==> Peack Ground Acceleration حداکثر مطلق شتاب )

برای دانلود اینجا کلیک کنید...

http://www.jardskjalftamidstod.hi.is/sites/files/jardskjalftamidstod/imagefield_thumbs/ISSEE2011-S4P1-AAnsal.pdf

نمونه ی دیگر

Effects of Surface Geology on Seismic Motion
August 23–26, 2011 · University of California Santa Barbara

برای دانلود اینجا کلیک کنید...

http://esg4.eri.ucsb.edu/sites/esg4.eri.ucsb.edu/files/Kurtulus%20et%20al.pdf

دانلود پاورپوینت آموزش جامع نرم افزار FLAC

آموزش جامع این نرم افزار پرکاربرد که به صورت فایل power point بوده و البته به زبان انگلیسی می باشد.

امیدوارم مورد استفاده شما عزیزان قرار بگیرد

لینک دانلود :

http://pardisrasht.persiangig.com/document/IAEA_FLAC_course By MHNajafi.rar

فایل دیگری که در این قسمت قرار دارد فایلی است که جهت آموزش این نرم افزار به زبان فارسی است که از سایت های مختلف بر گرفته شده است.تعداد صفحات این جزوه کوچک 9 صفحه بوده و امیدوارم ومورد استفاده قرار گیرد

لینک دانلود :

http://pardisrasht.persiangig.com/document/آموزش ابتدایی نرم افزار FLAC 2D.rar

دانلود نرم افزار FLAC 7.0 + کرک

نقل قول :

مژده به همه دوستان عزیزی که در نصب نرم افزار FLAC ورژن 5.0.335 دچار مشکل بودند !!!!!!هم اکنون می توانید فایل آخرین ورژن این نرم افزار که سازگار با ویندوزهای 64 بیتی شما نیز می باشد برای اولین بار و تنها و تنها در این وبلاگ دانلود کنید !!

لازم به ذکر است که این نرم افزار مشقات نصب را نداشته و به آسانی تنها با انتخاب مسیر نصب مانند نصب دیگر نرم افزار ها قابل SETUP شدن می باشد.

نکته حائز اهمیت در نصب این است که پس از نصب نرم افزار ابتدا آپدیت آن را نیز اجرا کنید ( فایل آپدیت نیز برای دانلود قرار داده شده است )
سپس در مکانی که نرم افزار را نصب نمودید ، پوشه EXE32 را گشوده و فایل flac700 را به صورت shortcut در دسکتاپ قرار دهید
در نهایت پس از اجرای فایل Shortcut در صفحه مشکی باز شده ، 2 عمل زیر را انجام دهید :
1 - کلید C را درصفحه کلید بفشارید
2 - کلمه giic را تایپ نموده و دکمه Enter را بزنید
تمام شد ....................................................................................
نرم افزار قابل اجرا می باشد

حجم نرم افزار : 126 مگابایت

دانلود نرم افزار FLAC 7.0 از طریق لینک مستقیم

http://pardisrasht.persiangig.com/other/flac.7.00.411%20(Pardisrasht.blogfa.com).rar

دانلود کرک فایل Update از طریق لینک مستقیم

http://pardisrasht.persiangig.com/other/flacPatch7.00.413.rar

پایداری شیروانی ها

Landslides - Slope Stability

Closure to Shear Strength in Preexisting Landslides
T.D. Stark, M. Hussain.
2011. Journal of Geotechnical Engineering, ASCE. Go

Fill Placement on Slopes Underlain by Franciscan Mélange
T.D. Stark, E. J. Newman, G. De la Pena, D. Hillebrandt.
2011. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(3). Go

Stability charts for 3D failures of steep slopes subjected to seismic excitation.
R.L. Michalowski, T. Martel.
2011. Journal of Geotech. Geoenv. Engineering, 137, No. 2, 183-189.. Go

Shear Strength in Pre-existing Landslides
T.D. Stark, M. Hussain.
2010. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 136(7), July, 2010, pp. 957-962. Go

Framework for Design Guideline for EPS-Block Geofoam in Slope Stabilization and Repair
J.B. Tatum, T.D. Stark, John S. Horvath, D. Leshchinsky, W.D. Arellano.
2010. 89th Transportation Research Record , National Research Council, Washington, D.C., 2010, pp. 100-108. Go

Discussion of “Shear Strength in Preexisting Landslides”
T.D. Stark, M. Hussain.
2010. Journal of Geotechnical and Geoenvironmental Engineering, July, 2010. Vol. 136, No. 7, pp. 957–962. Go

Limit analysis and stability charts for 3D slope failures.
R.L. Michalowski.
2010. Journal of Geotech. Geoenv. Engineering, 136, No. 4, 583-593.. Go

Critical pool level and stability of slopes in granular soils.
R.L. Michalowski.
2009. Journal of Geotech. Geoenv. Engineering, 135, No. 3, 444-448.. Go

Three-dimensional stability of slopes and excavations.
R.L. Michalowski, A. Drescher.
2009. Géotechnique, 59, No. 10, 839-850.. Go

Expanding collapse in partially submerged granular soil slopes.
R.L. Michalowski.
2009. Canadian Geotechnical Journal, 46, No. 12, 1371-1378. . Go

Probabilistic analysis in slope stability
P. Fortsakis, M. Karlaftis, Michael Kavvadas, E. Stylianidi.
2009. Reprinted from Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering, 5-9 October 2009, Alexandria, Egypt, Vol.2, Kavvadas M., Karlaftis M., Fortsakis P., Stylianidi E., Probabilistic analysis in slope stability, pp. 1650-1653. Copyright 2009 with permission from IOS Press. Go

Engineering Measures for Landslide Disaster Mitigation
Sasahara Katsuo, M.E. Popescu.
2009. Landslides ? Disaster Risk Reduction, Springer-Verlag, Berlin Heidelberg. Go

Slope Inclinometers for Landslides
T.D. Stark, H. Choi.
2008. Landslides, Journal of the International Consortium on Landslides, Vol. 5 No. 3, September, 2008. Go

Proceedings of the 1st World Landslide Forum
2008. Parallel Session Volume. Global Promotion Committee of the International Programme on Landslides (IPL). United Nations University, Tokyo, Japan, 18-21 November 2008. International Strategy for Disaster Reduction (ISDR), International Consortium on Landslides (ICL), pp. 726, size 162.87 MB. Go

Slope stability assessment of weathered clay by using field data and computer modelling: a case study from Budapest
P. Gorog, A. Torok.
2007. Nat. Hazards Earth Syst. Sci., 7, 417?422. Copernicus Publications on behalf of the European Geosciences Union. Go

Permanent Seismic Deformation Analysis of a Landslide
T.D. Stark, A. Chugh.
2006. J. of International Consortium on Landslides, Springer Berlin Heidelberg, Vol. 3, No. 1, March 2006, pp. 2 - 12. Go

Limit analysis of slope instability caused by partial submergence and rapid drawdown.
C. Viratjandr, R.L. Michalowski.
2006. Canad. Geot. J., 43, No. 8, 802-814.. Go

Stability problems of abandoned clay pits in Budapest
P. Gorog, A. Torok (Eds.).
2006. IAEG2006 Paper number 295, The Geological Society of London 2006 1. Go

Effect of Toe Excavation on a Deep Bedrock Landslide
T.D. Stark, David Arellano, D. Hillebrandt, N. Joyal, R. Hillman, R. Hughes.
2005. Journal of Performance of Constructed Facilities, ASCE, Vol. 19, No. 3, August, 2005, pp. 244-255. Go

Evolution, and Stability of Coastal Cliffs— Status and Trends.
Monty A. Hampton, Gary B. Griggs.
2004. USGS Professional Publication 1693 . Go

National Landslide Hazards Mitigation Strategy? A Framework for Loss Reduction
Paula L. Gori, Elliott C. Spiker.
2003. Circular 1244. U.S. Department of the Interior, U.S. Geological Survey. Information sent by K.K. Phoon. Go

Development, implementation and application of partially saturated soil models in finite element analysis
K. Georgiadis.
2003. PhD Thesis, University of London (Imperial College of Science, Technology and Medicine). Go

Slope Stability
2003. Engineering and Design Manual (EM 1110-2-1902). U.S. Army Corps of Engineers, Washington, DC. Go

Stability charts for uniform slopes.
R.L. Michalowski.
2002. Journal of Geotechnical and Geoenvironmental Engineering, 128, No. 4, 351-355. . Go

Landslide Causal Factors and Landslide Remedial Options
M.E. Popescu (Eds.).
2002. Keynote Lecture, Proceedings 3rd International Conference on Landslides, Slope Stability and Safety of Infra-Structures, Singapore, p 61-81. Go

Displacement of reinforced slopes subjected to seismic loads.
R.L. Michalowski, L. You.
2000. Journal of Geotechnical and Geoenvironmental Engineering, 126, No. 8, 685-694.. Go

Limit Analysis vs. Limit Equilibrium for Slope Stability Assessment.
H.S. Yu, R. Salgado, S.W. Sloan, J. Kim.
1999. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 125(10), 915-918.. Go

Limit Analysis of Soil Slopes Subjected to Porewater Pressures.
J. Kim, R. Salgado, H.S. Yu.
1999. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 125(1), 49-58.. Go

Displacement charts for slopes subjected to seismic loads.
L. You, R.L. Michalowski.
1999. Computers and Geotechnics, 25, No. 1, 45-55.. Go

Performance of Three-Dimensional Slope Stability Methods in Practice
T.D. Stark, H.T. Eid.
1998. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 124, No. 11, November, 1998, pp. 1049-1060.. Go

Soil reinforcement for seismic design of geotechnical structures. Computers and Geotechnics, 23, No. 1-2, 1-17.
R.L. Michalowski.
1998. Computers and Geotechnics, 23, No. 1-2, 1-17.. Go

Slope Stability Analyses in Stiff Fissured Clays
T.D. Stark, H.T. Eid.
1997. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 123, No. 4, April, 1997, pp. 335-343. . Go

Stability of uniformly reinforced slopes.
R.L. Michalowski.
1997. Journal of Geotechnical and Geoenvironmental Engineering, 123, No. 6, 546-556.. Go

Slope stability analysis: a kinematical approach.
R.L. Michalowski.
1995. Geotechnique, 45, No. 2, 283-293.. Go

Stability of uniformly reinforced slopes.
R.L. Michalowski.
1990. Closure. Journal of Geotechnical and Geoenvironmental Engineering, 125, No. 1, 84-86.. Go

Three-dimensional analysis of locally loaded slopes.
R.L. Michalowski.
1989. Geotechnique, 39, No. 1, 27-38.. Go

Depth of Borings, Length of Piles, Landslides, Erosion and a Moose Hunt: A Case History of a Comedy of Mistakes
B.H. Fellenius.
1987. Deep Foundation Institute, International Deep Foundations Conference, Luxemburg, Geotechnical News Magazine, Vol.7, No.2, pp. 54-55. Go

دیوار حائل - Retaining Walls

برای دانلود روی Go کلیک کنید

Design of diaphragm walls according to EN 1997-1:2004 Eurocode 7
A. Sieminska-Lewandowska, M. Mitew-Czajewska.
2007. XIV European Conference on Soil Mechanics and Geotechnical Engineering (ECSMGE 2007), 10/2007, Madrid, Spain. Go

Rockery Design And Construction Guidelines
D.A. Mack, S.H. Sanders, W.L. Millhone, R.L. Fippin, D.G. Kennedy.
2006. Report No. FHWA-CFL/TD-06-006, US Department of Transportation, Federal Highway Administration. Go

Hollow-Core Soil Nails State-of-the-Practice
N.C. Samtani, Edward A. Nowatzki.
2006. NCS Consultants LLC, US Department of Transportation, Federal Highway Administration (FHWA). Go

Design and Construction Aspects of the Largest ?Pile Curtain? Retaining Structure Built in the Tropical Soil of the Brazilian Central Area
A.G.B. Medeiros, C.M. Silva.
2005. Geoshanghai 2006 ? December 05. Go

The Influence of Variation in Effective Stress on the Serviceability of Soil Nailed Slopes
N. Morgan.
2002. PhD Thesis, Department of Civil Engineering, School of Engineering, University of Dundee. Go

Retaining Wall Model Test with Foundry Sand Mixture Backfill.
I. Lee, J. Cho, R. Salgado, K. Lee.
2001. Geotechnical Testing Journal, ASTM, 24(4), 401-408. . Go

Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during the Ji-Ji earthquake of Taiwan
H.I. Linga, D. Leshchinskyb, N.N.S. Chou.
2001. Soil Dynamics and Earthquake Engineering 21 (2001) 297-313, Elsevier Science Ltd. Go

Full Scale Testing of Geosynthetic Reinforced Walls
R.J. Bathurst, D. Walters, N. Vlachopoulos, P. Burgess, T.M. Allen.
2000. Reprint: Full Scale Testing of Geosynthetic Reinforced Walls, Bathurst et al., ASCE Special Publication, Proceedings of GeoDenver 2000, 6-12 August 2000, Denver, Colorado.. Go

Physical and Numerical Modelling of Grouted Nails in Clay
J.D. Morris.
1999. PhD Thesis, University of Oxford. Go

Finite Element Studies of Reinforced and Unreinforced Two-Layer Soil Systems
C.J. Brocklehurst.
1993. PhD Thesis, University of Oxford. Go

A Study of Soil Nailing in Sand
K. Tei.
1993. PhD Thesis, University of Oxford. Go

The Performance of Soil Reinforcement in Bending and Shear
M.J. Pedley.
1990. PhD Thesis, University of Oxford. Go

The Study of Soil Reinforcement Interaction by Means of Large Scale Laboratory Tests
E.M. Palmeira.
1987. PhD Thesis, University of Oxford. Go

A Large Displacement Finite Element Analysis of a Reinforced Unpaved Road
H.J. Burd.
1986. PhD Thesis, University of Oxford. Go

Geogrid Reinforcement of Granular Layers on Soft Clay - a Study at Model and Full Scale
R.J. Fannin.
1986. PhD Thesis, University of Oxford. Go

Observation of the Stress Distribution in Crushed Glass with Applications to Soil Reinforcement
M.R. Dyer.
1985. PhD Thesis, University of Oxford. Go

A differential slice approach to the problem of retaining wall loading.
R.L. Michalowski.
1984. Short Communication.International Journal for Numerical and Analytical Methods in Geomechanics, 8, No. 5, 493-502.. Go

Model Testing in Geogrids in Unpaved Roads
J.P. Love.
1984. PhD Thesis, University of Oxford. Go

گود برداری - Deep Excavations

برای دانلود روی Go کلیک کنید

Case studies of prediction of excavation response using learned excavation performance
Y.M.A. Hashash, A. Osouli.
2010. International Journal of Geoengineering Case Histories (IJGCH), Vol.1, Issue 4, pp. 340-366. Go

Effect of Dredging and Axial Load on a Berthing Structure
S.R. Gandhi, K. Muthukkumaran, R. Sundaravadivelu.
2007. International Journal of Geoengineering Case histories, http://casehistories.geoengineer.org, Vol.1, Issue 2, p.73-88. Go

Design Process of Deep Soil Mixed Walls for Excavation Support
G. Biscontin, J.-L. Briaud, D. Koutsoftas, C.J. Rutherford.
2007. International Journal of Geoengineering Case histories, http://casehistories.geoengineer.org , Vol.1, Issue 2, p.56-72. Go

Integration of numerical modeling and field observations of deep excavations
C Marulanda.
2005. PhD Thesis, University of Illinois at Urbana-Champaign. Go

Systematic update of a deep excavation model using field performance data
Y.M.A. Hashash, C Marulanda, Jamshid Ghaboussi, S. Jung.
2003. Computers and Geotechnics 30 (2003) 477?488, Elsevier Ltd. Go

Temperature Correction and Strut Loads in Central Artery Excavations
Y.M.A. Hashash, C Marulanda, K.A. Kershaw, E.J. Cording, D.L. Druss, D.J. Bobrow, P.K. Das.
2003. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 129, No. 6, June 1, 2003, ASCE. Go

Systematic update of a numerical model of a deep excavation using field performance data
Y.M.A. Hashash, C Marulanda, Jamshid Ghaboussi, S. Jung.
2002. 8th International Symposium on Numerical Models in Geomechanics - NUMOG VIII. Italy. Go

Mechanisms of Load Transfer and Arching for Braced Excavations in Clay
Y.M.A. Hashash, Andrew John Whittle.
2002. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 128, No. 3, March 1, 2002. ASCE. Go

Steel Sheet Pile Walls in Soft Soil
D.A. Kort.
2002. PhD Thesis, Delft University of Technology, Civil Engineering and Geosciences Faculty. Go

Inverse Analysis of a Supported Excavation through Chicago Glacial Clays. Volume I
M. Calvello.
2002. PhD Thesis, Field of Civil Engineering,Northwestern University. Go

Inverse Analysis of a Supported Excavation through Chicago Glacial Clays. Volume II
M. Calvello.
2002. PhD Thesis, Field of Civil Engineering,Northwestern University. Go

Deep supported excavation for the underground parking of the Hellenic Parliament: measured vs. predicted behavior Excavation profonde soutenue pour le stationnement souterrain du Parlement Hellenique: comparaison des predictions theoriques avec les mesure
E.A. Leonidou, G. Athanasopoulos, P.C. Pelekis.
2001. XVth International Conference on Soil International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul. Go

Deep supported excavation in urban environment. Measured vs. predicted behavior
D. Zekkos.
2001. submitted in the Civil Engineering Department of the University of Patras, Greece, under the supervision of Professor George A. Athanasopoulos. Text in Greek language only. Go

Seismic soil-structure interaction analysis for immersed tube tunnels retrofit
Y.M.A. Hashash, W.S. Tseng, A. Krimotat.
1999. Go

Ground movement prediction for deep excavations in soft clay
Y.M.A. Hashash, Andrew John Whittle.
1996. Journal of Geotechnical Engineering, 122(6): 474-486. Go

Soil modeling and prediction of deep excavatoin behavior
Y.M.A. Hashash, Andrew John Whittle.
1994. Pre-failure Deformation of Geomaterials, Shibuya, Mitachi, and Miura (eds), Balkema, Rotterdam. Go

دانلود نرم افزارهای زمین شناسی

نرم افزار وین راک-WINROCK

نقل قول :

طبقه بندي در علوم زمين از امور بسيار مهم و اساسي است که از طريق شناسايي کاني هاي تشکيل دهنده سنگ ، درصد فراواني آنها، ساخت و بافت آنها صورت مي گيرد. با شناسايي اين خصوصيات و با استفاده از تقسيم بنديهاي متعددي که در زمينه انواع گروههاي سنگي وجود دارد ، مي توان آنها را نامگذاري نمود. نرم افزار WINROCK تقسيم بندي سنگهاي مختلف را در خود رارد که با داشتن درصد کاني ها و برخي از اطلاعات ديگر قادر است نام سنگ را در اختيار شما قرار دهد.

لینک دانلود :

http://www.mediafire.com/?hwncemztmub

نرم افزارمین پت-MinPet

نقل قول :

این نرم افزار جزو برنامه هایی است که در پترولوژی مورد استفاده قرار می گیرد و در پروژه های پایان نامه ای جهت نرمالیزه کردن داده های ژئوشیمیایی بکار می رود.

لینک دانلود :

http://www.mediafire.com/?wyjdzbzxt29

نرم افزار- Igpet

نقل قول :

رسم نمودارهای پترولوژی

لینک دانلود :

http://www.mediafire.com/?uyjwdmiypiy

نرم افزار شناسایی رسها-clay software

نقل قول :

این نرم افزار کوچک و کم حجم برنامه ای مناسب جهت بررسی ساختاری رسها می باشد.

لینک دانلود :

http://www.mediafire.com/?l310ny9lq1z

نرم افزار- centrifuge

نقل قول :

نرم افزارهای متعدد کوچکی وجود دارند که با به کار بردن آنها می توان از استفاده بعضی جداول یا از انجام محاسبات وقت گیر جلوگیری کرد. یکی از این نرم افزارها سانتریفیوژ است که به منظور محاسبه ته نشست Setlting Time ذرات در لوله های سانتریفیوژ به کار می رود. در این نرم افزار با وارد کردن پارامترهایی نظیر اندازه دانه ها بر حسب میکرون وزن مخصوص ذرات و درجه حرارت و نیز سرعت چرخش سانتیفیوژ(تعداد دور در دقیقه) و دیگر مشخصات مدت زمان مورد نیاز برای رسوب ذرات در دستگاه را به دست آورد.

لینک دانلود :

http://www.mediafire.com/?xgj3nktb9g0

نرم افزار آموزشی ژئود-geod

نقل قول :

یک نرم افزار آموزشی مولتی مدیا در رابطه با زمین شناسی. این نرم افزار که تقریباْ حجم بالایی دارد یکی از معروف ترین نرم افزارهای جامع آموزشی بوده که جهت آشنایی کلی با علوم زمین بسیار مفید می باشد.

منبع: انجمن زمین شناسی دانشگاه تهران

لینک دانلود بخش اول بخش دوم
http://www.mediafire.com/?vhi2whbotmx
http://www.mediafire.com/?tymjdqzt1vf

دانلود نرم افزار رسم دیاگرامهای مثلثی (treeplot)

نقل قول :
دياگرامهاي مثلثي کاربرد فراواني در علوم مختلف بويژه زمين شناسي دارند. اين دياگرامها داراي سه عضو انتهايي بوده که در رئوس مثلث قرار مي گيرند. از آنجاکه رسم دقيق اين دياگرامها منجر به تعابير صحيح تر از فرايندهاي زمين شناسي ميگردد از نرم افزارهاي دقيق چون تری پلات استفاده ميگردد.

لینک دانلود :

http://www.mediafire.com/download.php?m2maxmrdzd0

نرم افزارهای زمین شناسی-Petro.calc.plot

نقل قول :
این نرم افزار اطلاعات آنالیز تمامی سنگها را محاسبه و بر روی نمودارهای مخصوصشان پلات می نماید.

لینک دانلود :

http://www.ndsu.edu/pubweb/~sainieid/software/petro-calc-plot/

نرم افزارهای زمین شناسی-UnitCell

نقل قول :
نرم افزاری جهت مطالعه نیروهای وارده در مخازن ماگمایی و تاثیرات آنها در تفریق ماگمایی.

لینک دانلود :

http://www.ccp14.ac.uk/ccp/ccp14/ftp-mirror/crush/pub/minp/UnitCell/UnitCellWin.zip

نرم افزارهای زمین شناسی-SOLVCALC

نقل قول :
این نرم افزار جهت محاسبه نقطه solvus در دیاگرامهای دوگانه و سه گانه فلدسپارها مورد استفاده قرار میگیرد.

لینک دانلود :

http://www.ndsu.nodak.edu/instruct/sainieid/software/sv2.exe

نرم افزارهای زمین شناسی-Stereonet

نقل قول :
این هم نرم افزار معروف استریونت که جهت پلات نقاط بر روی صفحه استریونت بکار می رود و برنامه ای خوش دست برای زمین شناسان ساختمانی است.

لینک دانلود :

http://homepage.mac.com/nfcd/.Public/Trishear3D.dmg.gz

نرم افزارهای زمین شناسی-PHREEQC

نقل قول :

این نرم افزار یک برنامه کامپیوتری بوده که توسط زبان برنامه نویسی سی جهت استفاده در محاسبات ژئوشیمیایی واقع در محیطهای آبدار طراحی گردیده است. این برنامه بر اساس مدل آبگین تجمع یونی پایه ریزی شده و دارای امکاناتی نظیر محاسبه شاخص اشباع شدگی و گونه زایی/محاسبه مسیر واکنش و مدل سازی معکوس برای بررسی نقل و انتقالات مول های آب و گاز در محیط آبگین می باشد.

لینک دانلود برنامه : بخش اول بخش دوم

لینک دانلود آموزش

نرم افزارهای زمین شناسی-ortep

نقل قول :

نرم افزاری برای به تصویر کشیدن ساختار بلوری کانی ها.

لینک دانلود :

http://www.ndsu.nodak.edu/instruct/sainieid/software/ortep.hqx

نرم افزارهای زمین شناسی-Poly3D

نقل قول :

این نرم افزار که توسط Andy Thomas ساخته شده است قادر است جابجایی های کوچک و نامحسوس/استرین و استرهای موجود در یک محیط الاستیک خطی و عناصر چند وجهی جابجایی ناپیوستگی ها و خطوط مرزی ساختارهای تکتونیکی را محاسبه و بررسی نماید.

لینک اتصال دانلود :

http://pangea.stanford.edu/research/geomech/Software/Software.htm

نرم افزارهای زمین شناسی-Paleomag

نقل قول :

نرم افزار پالئومگ برنامه ای جهت مطالعه و شناخت ماگماهای گذشته زمین می باشد. عملکرد این نرم افزار بصورت گرافیکی و جهت دار بوده که فایلهای خو را بصورنCIT ذخیره می نماید.پالئومگ همچنین قادر است اطلاعات خود را بصورت پلاتهای تصویری/equal-area و J/J0 نشان دهد.

لینک دانلود برنامه : بخش اول بخش دوم بخش سوم

http://cires.colorado.edu/people/jones.craig/PaleoMag/PMagPC31.zip

http://cires.colorado.edu/people/jones.craig/PaleoMag/PMagLin31.zip

http://cires.colorado.edu/people/jones.craig/PaleoMag/PMagMac31.zip

نرم افزارهای زمین شناسی-BLF and MIXNFRAC

نقل قول :

این نرم افزار جهت بررسی تفریق ماگمایی و مطالعه تغییرات شیمیایی و مینرالوژیکی در مواد مذاب بکار می رود.

لینک دانلود برنامه : بخش اول بخش دوم

نرم افزارهای زمین شناسی-LatticeMaker

نقل قول :

این نرم افزار با نرم افزارهای دیگری چونBall & Stick, Chem-3D و MacMolecule جهت تولید تصاویر از ساختارهای بزرگ یا فوق ساختاری شبکه بلورها بکار می رود.

لینک دانلود برنامه : بخش اول بخش دوم

http://www.investmentscience.com/Content/resources/IS_LatticeMaker-PC.zip
http://www.investmentscience.com/Content/resources/IS_LatticeMaker-MAC.zip
لینک اتصال دانلود آموزش

دانلود آیین نامه آشتو به زبان فارسی

به حجم 7.4 مگابایت در فرمت فشرده (rar)

لینک دانلود :

http://icivil.ir/short/?AASHTO

دانلود آیین نامه ASTM به صورت کامل

به حجم 8.26 مگابایت در فرمت فشرده (rar)

لینک دانلود :

http://rapidshare.com/files/451038155/ASTM.rar

http://rapidshare.com/files/284975957/ASTM_Index.pdf

A Cone Permeameter for determining hydraulic conductivity in unsaturated soils
Y. Homma, T. Ishida, T. Shimotashiro.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and Procedures, Paper No. 1-04. Go

CPT in polar snow - equipment and procedures
A.B. McCallum, A. Barwise, R. Santos.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and Procedures, Paper No. 1-05. Go

Influence of rate of penetration on CPT tip resistance in standard CPT and in CPTWD (CPT while drilling)
M. Sacchetto, A. Trevisan.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and Procedures, Paper No. 1-06. Go

Real-time temperature compensation technique on the CPT using FBG sensor
R.H. Kim, Jung-Suk Lee, S.W. An, K.D. Bae, W.J. Lee.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and Procedures, Paper No. 1-07. Go

A pilot study of in-hole type CPTu using piezoelectric bender elements
I.S. Jang, O.S. Kwon, C.K. Chung.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and Procedures, Paper No. 1-08. Go

Development of an electrical resistivity measure for geotechnical and geoenvironmental characterization
A.S.P. Peixoto, M.C. Pregnolato, A.C.C.L. Silva, M.T. Yamasaki, F. Conte Jr..
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and Procedures, Paper No. 1-09. Go

Influence factors study of cone loading test in the centrifuge
H. Ali, Ph. Reiffsteck, L. Thorel, C. Gaudin.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and Procedures, Paper No. 1-10. Go

A new Hydraulic profiling tool including CPT measurements
Ph. Reiffsteck, B. Dorbani, E. Haza-Rozier, J.-J. Fry.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and Procedures, Paper No. 1-11. Go

Field application of continuous intrusion miniature CPT system in South Korea
S. Yoon, M.T. Tumay.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and Procedures, Paper No. 1-12. Go

Experience with lightweight pushing equipment and CPT in Lithuania
S. Anilionis.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and Procedures, Paper No. 1-13. Go

The applicability of soil density measurements using a resistivity probe
J. Dijkstra, W. Broere.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and Procedures, Paper No. 1-14. Go

Field experience of the piezoball in soft clay
C. Colreavy, C.D. O’Loughlin, M. Long, N. Boylan, D. Ward.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and Procedures, Paper No. 1-15. Go

A combined up the hole Drilling/CPT equipment for near-shore site investigation
N. Perez Garcia, M.J. Devincenzi.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and Procedures, Paper No. 1-16. Go

CPT for soft sediments and deepwater investigations
R. Boggess, Peter K. Robertson.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and Procedures, Paper No. 1-17. Go

Application of piezocone to evaluate consolidation and permeability properties of Taihu lacustrine clay deposits
G.J. Cai, S.Y. Liu, L.Y. Tong, G.Y. Du, A.J. Puppala.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 1. Go

CPT data in relation to a general model for the undrained behaviour of homogeneous Swedish clays
R. Larsson, H. Ahnberg, H. Lofroth.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 2. Go

Penetration rate effects on cone resistance measured in a calibration chamber
K. Kim, M. Prezzi, R. Salgado, W.J. Lee.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 3. Go

Correlations between CPT and PMT at a Dynamic Compaction Project
B. Hamidi, H. Nikraz, S. Varaksin.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 4. Go

Soil unit weight estimation from CPTs
P.W. Mayne, J. Peuchen, D. Bouwmeester.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 5. Go

Spatial characterization of Vs at Amherst NGES site from SCPT using Bayesian kriging
M. Uzielli, J. Facciorusso, P.W. Mayne.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 6. Go

Basic soil properties from CPT in Bangkok clay for highway design
J. Sunitsakul, A. Sawatparnich, S. Apimeteetamrong.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 7. Go

Cone resistance profiles for laboratory tests in sand
M. Senders.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 8. Go

TCPT in permafrost: penetrometer - soil thermophysical interaction
O.N. Isaev, I.B. Ryzhkov.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 9. Go

Evaluation of cementation effect of sand using cone resistance
M.J. Lee, Y.M. Choi, M.T. Kim, W.J. Lee.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 10. Go

Virtual Calibration Chamber CPT on Ticino sand
J. Butlanska, M. Arroyo, A. Gens.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 11. Go

Evaluation of undrained shear strength of soft New Orleans clay using piezocone
L. Wei, R. Pant, M.T. Tumay.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 12. Go

CPT-SPT correlations for calcareous sand in the Persian Gulf area
T.M. Elkateb, H. Ali.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 13. Go

K0 determination of Sand Using CPT Calibration Chamber
M.M. Ahmadi, P. Karambakhsh.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 14. Go

Experimental estimation of distribution of excess pore pressure by cone penetration
T.G. Ha, J.Y. Kim, C.K. Chung.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 15. Go

Interpretation of CPTU and SDMT in organic, Irish soils
A. Bihs, M. Long, D. Marchetti, D. Ward.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 16. Go

Influence of the stress conditions on the piezocone shear strength – results from a model test study
H. Lofroth.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 17. Go

Correlation between CPT and SPT in Adapazari, Turkey
O. Kara, Z. Gunduz.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 18. Go

Hillslope-scale soil moisture estimation with a physically-based ecohydrology model and L-band microwave remote sensing observations from space
A.N. Flores.
2009. PhD Thesis, Massachusetts Institute of Technology, Department of Civil and Environmental Engineering. Go

In situ soil testing for foundation performance prediction
Y. Zhao.
2008. PhD Thesis, University of Cambridge, Magdalene College. Go

Soil and Rock Logging, Classification, and Presentation Manual
M.W. Gui, K. Soga, M.D. Bolton, J.P. Hamelin.
2007. California Department of Transportation, Caltrans. Go

A Synthesis of Highway Practice
2007. NCHRP Synthesis 368, National Cooperative Highway Research Program. Cone Penetration Testing. Transportation Research Board of the National Academies. Washington D.C. Available from TRB. Go

Geotechnical Manual
W.R. Cox.
2006. Texas Department of Transportation. Go

Interpretation of Signals from an Acoustic Cone Penetrometer
G.T. Houlsby, B.M. Ruck.
1998. Geotechnical Site Characterization, Robertson and Mayne (eds), Balkema, Rotterdam. Go

Geometry and scale effects in CPT and pile design
M.W. Gui, M.D. Bolton.
1998. Geotechnical Site Characterization, Robertson & Mayne. Balkema, Rotterdam. Go

Advanced interpretation of field tests
G.T. Houlsby.
1998. Geotechnical Site Characterization, Robertson and Mayne, Balkema, Rotterdam. Go

Penetrometers for Soil Permeability and Chemical Detection
S.E. Burns, P.W. Mayne.
1998. Geosystems Engineering Group, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, Geoergia. National Science Foundation Virginia and U.S. Army Research Office North Carolina. Go

Lateral Stress Effects on CPT Liquefaction Resistance Correlations.
R. Salgado, Ross W. Boulanger, Dr. James K. Mitchell.
1997. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123(8), 726-735.. Go

Interpretation of Large-Strain Crosshole Tests.
R. Salgado, V.P. Drnevich, A. Ashmawy, W.P. Grant, P. Vallenas.
1997. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123(4), 382-388. . Go

Cavity expansion and Penetration Resistance in Sand
R. Salgado, J.K. Mitchell, M. Jamiolkowski.
1997. Journal of Geotechnical and Geoenvironmental Engineering. Go

Interpretation of Large-Strain Seismic Cross-Hole Tests
R. Salgado, V.P. Drnevich, A. Ashmawy, W.P. Grant, P. Vallenas.
1997. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123(4), April, 382-388. Go

A Study of the Effect of Length to Diameter Ratio on the Results of Pressuremeter Tests
M. Yao.
1996. MSc Thesis, University of Oxford, Wolfson College. Go

Scaled memory model for cyclic behavior of soils
J.P. Bardet.
1995. Journal of Geotechnical Engineering, Vol.121, No.11. ASCE. Go

A Large Strain Analytical Solution for Contraction in Dilatant Soils
H.S. Yu, G.T. Houlsby.

1995. International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 19, 793-811. John Wiley & Sons Ltd. Go

Manual on Subsurface Investigation
P.W. Mayne, B.R. Christopher, J. DeJong.
2001. Geotechnical Site Characterization, National Highway Institute, Publication no. FHWA NH-01-031, Federal Highway Administration, Washington, DC. Go

Multistation Methods for Geotechnical Characterization using Surface Waves
S. Foti.
2000. PhD Thesis, Department of Geotechnical Engineering, Politecnico di Torino. Go

Soil profile interpreted from CPTu data
B.H. Fellenius, A. Eslami.
2000. “Year 2000 Geotechnics” Geotechnical Engineering Conference, Asian Institute of Technology, Bangkok, Thailand, November 27 - 30, 18 p. Go

Geotechnical Risk and Inadequate Site Investigations. A Case Study
M.B. Jaksa.
2000. Go

Enhanced Geotechnical Site Characterization by Seismic Piezocone Penetration Tests
P.W. Mayne.
2000. Invited Lecture, 4th International Geotechnical Conference, Cairo University. Go

The Effects of Vibration on the Penetration Resistance and Pore Water Pressure in Sands
J.A. Bonita.
2000. PhD Thesis, Virginia Polytechnic Institute and State University. Go

Geotechnical Risk and Inadequate site investigations: A Case Study
M.B. Jaksa.
2000. Geomechanics, Vol. 35 No. 2. Go

Detection of shear zones in a natural clay slope using the cone penetration test and continuous dynamic sampling
M. Mahmoud, D. Woeller, Peter K. Robertson.
2000. Canadian Geotechnical Journal. NRC Canada. Available by Prof. P. Robertson's website. Go

In Situ Tests and the Pre-failure Deformation Bahaviour of Soils
G.T. Houlsby.
1999. Invited Report, Proceedings of the 2nd International Symposium, on Pre-Failure Deformation Characteristics of Geomaterials, Torino, 26-29 September, Balkema. Go

Technical Note: Centrifuge cone penetration Tests in sand
M.D. Bolton, M.W. Gui, J. Garnier, J.F. Corte, G. Bagge, J. Laue, R. Renzi.
1999. Geotechnique 49, No.4, 543-552. Go

Calibration Chamber size effects on Penetration Resistance in Sand
R. Salgado, J.K. Mitchell, M. Jamiolkowski.
1998. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 124 (9), 878-888. Go

Horizontal Cone Penetration Testing
W. Broere, A.F. van Tol.
1998. P.K. Robertson & P.W. Mayne (eds.) Geotechnical Site Characterization, Atlanta, Georgia, 1998, pp. 989?994. Go

Manual: Interpretation & Use of Piezocone Test Data for Geotechnical Design
Richard G. Campanella, Research Students.
1998. PART 1, UBC CPTU Course. In-Situ Soil Testing Research Group, Department of Civil Engineering, The University of British Columbia, Vancouver, Canada. Available from Dr. Richard (Dick) Campanella Homepage. Go

Manual: Interpretation & Use of Piezocone Test Data for Geotechnical Design
Richard G. Campanella, Research Students.
1998. PART 2, UBC CPTU Course. In-Situ Soil Testing Research Group, Department of Civil Engineering, The University of British Columbia, Vancouver, Canada. Available from Dr. Richard (Dick) Campanella Homepage. Go

Manual: Interpretation & Use of Piezocone Test Data for Geotechnical Design
Richard G. Campanella, Research Students.
1998. UBC CPTU Worked Examples. In-Situ Soil Testing Research Group, Department of Civil Engineering, The University of British Columbia, Vancouver, Canada. Available from Dr. Richard (Dick) Campanella Homepage. Go

Guideliness for cone penetration tests in sand
M.W. Gui, M.D. Bolton, J. Garnier, J.F. Corte, G. Bagge, J. Laue, R. Renzi.
1998. Centriguge 98, Kimura, Kusakabe & Takemura. Balkema, Rotterdam. Go

Evaluation of EURIPIDES pile load tests response from CPT data
P.W. Mayne, F.S. Niazi.
2010. International Journal of Geoengineering Case Histories (IJGCH), Vol. 1, Issue 4, pp. 367-386. Go

Combination of O-cell test and conventional head-down test
B.H. Fellenius, S.A. Tan.
2010. "Honoring Clyde Baker?the Art of Foundation Engineering Practice", ASCE Geotechnical Special Publication,Edited by M.H. Hussein, J.B. Anderson, and W.M. Camp, GSP 198, pp. 240-259. Go

Basics of Foundation Design, Electronic edition (UPGRADED)
B.H. Fellenius.
2009. Go

Shape Factor sg for Shallow Footings.
V. Puzakov, A. Drescher, R.L. Michalowski.
2009. Geomechanics and Engineering, 1, No. 2, 113-120.. Go

Long-term monitoring of strain in instrumented piles
B.H. Fellenius, S.-H. Kim, S.G. Chung.
2009. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 135(11) 1583-1595. Go

San Jacinto Monument Case History. Discussion
B.H. Fellenius, M. Ochoa.
2009. ASCE Journal of Geotechnical and Environmental Engineering, 133(1) 162-167. Go

Views on accuracy of tests and analyses
B.H. Fellenius.
2009. Piling and Deep Foundations Asia 2009, Workshop A, Hong Kong. Go

Drag load and downdrag. What we know and how to design for it
B.H. Fellenius.
2009. Lecture to Hong Kong Institution of Engineers, Polytech University, Hong Kong. Go

Testing and design of a piled foundation project. A case history
B.H. Fellenius, M. Ochoa.
2009. Geotechnical Engineering, Journal of the Southeast Asian Geotechnical Society 40(3) 129-137. Go

Foundations for the new international airport in Bangkok, Thailand
B.H. Fellenius.
2009. A presentation to the ASCE Seattle Section 2009 Spring Seminar on Recent Developments and Case Histories in Deep Foundations. Go

Basics of foundation design
B.H. Fellenius.
2009. Electronic Edition. Go

The Washington Monument Case History
J.-L. Briaud, H. Lacy, J. Nicks, K.-Y. Rhee, B. Smith.
2009. International Journal of Geoengineering Case histories, http://casehistories.geoengineer.org, Vol.1, Issue 3, p.170-188. Go

Prediction of ground vibrations induced by impact pile driving
B.H. Fellenius, K.R. Massarsch.
2008. The Sixth International Conference on Case Histories in Geotechnical Engineering, Edited by S. Prakash, Missouri University of Science and Technology, August 12-16, 2008, Arlington, Virginia, 38 p. Go

Pile design consideration in a liquefaction event
B.H. Fellenius, T.C. Siegel.
2008. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 132(9) 1412-1416. Go

Pile drag load and downdrag considering liquefaction
B.H. Fellenius, T.C. Siegel.
2008. Pile Driver, The Offical Publication of the Pile Driving Contractors Association, 5(4) 68-75. Go

Effective stress analysis and set-up for shaft capacity of piles in clay
B.H. Fellenius.
2008. Honoring John Schmertmann "From research to practice in geotechnical Engineering", The Geo-Institute of the American Society of Civil Engineers, Edited by J.E. Lair, D.K., Crapps, and M.H. Hussein. ASCE Geotechnical Special Publication, GSP 180, pp. 384 - 406.. Go

Foundation design approach of past, present, and future
B.H. Fellenius.
2008. Geo-Strata, November-December 10(8) 14-17. Go

Pile loading tests at Golden Ears Bridge
B.H. Fellenius, A. Amini, M. Sabbagh, M. Buehler.
2008. 61st Canadian Geotechnical Conference, Edmonton. Go

Comments on the Current and Future Use of Pile Dynamic Testing
B.H. Fellenius, K.R. Massarsch.
2008. Keynote Lecture to the 8th International Conference on the Application of Stress Wave Theory to Piles, Lisbon. Go

Using dynamic pile testing to overcome surprising soil variations
H.S. Salem, H.R. Lavergne, B.H. Fellenius.
2008. Deep Foundations Institute, 33rd Annual Conference on Deep Foundations and 11th International Conference on Piling and Deep Foundations, New York. Go

Foundation Manual
2008. California Department of Transportation (CALTRANS). Proposed by Dr. Joram M. Amir. Go

Discussion of "Behavior of jacked and driven piles in sandy soil by J. Yang, L.G. Tham, P.K.K. Lee, S.T. Chan and F. Yu, (2006), Geotechnique 56(4) 245 259"
B.H. Fellenius.
2007. Geotechnique 57(5) 475-478. Go

Discussion of "Observed performance of long steel H-piles jacked into sandy soils by J. Yang, L. G. Tham, P. K. K. Lee, and F. Yu, (2006), Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132, No. 1, pp. 24?35, ASCE"
B.H. Fellenius.
2007. ASCE Journal of Geotechnical and Environmental Engineering, (133)7 898-899. Go

Bored Piles and bi-directional loading tests
B.H. Fellenius.
2007. Discussion. Journal of the Southeast Asian Society 38(2) 117-118. Go

Analysis of piles in a residual soil?The ISC'2 prediction
B.H. Fellenius, J.A. Santos, A. Viana da Fonseca.
2007. Canadian Geotechnical Journal 44(2) 201-220, NRC Canada. Go

Effect of Dredging and Axial Load on a Berthing Structure
S.R. Gandhi, K. Muthukkumaran, R. Sundaravadivelu.
2007. International Journal of Geoengineering Case histories, http://casehistories.geoengineer.org, Vol.1, Issue 2, p.73-88. Go

Geotechnical Aspects of Buildings on Expansive Soils in Kibaha, Tanzania: Preliminary Study
C. Lucian.
2006. PhD Thesis, KTH Architecture and the Built Environment, Division of Soil and Rock Mechanics, Department of Civil and Architectural Engineering, Royal Institute of Technology, Stockholm, Sweden. Go

Development and Results of the Swedish Road Deflection Tester
P. Andren.
2006. PhD Thesis, Royal Institute of Technology, Department of Mechanics, Stockholm, Sweden. Go

Factors Affecting Compaction of Asphalt Pavements
2006. Number E-C105. Transportation Research Circular, Transportation Research Board, Washington, DC. Go

Developing Appropriate Engineering Responses to Seasonal Effects for Pavements Serving Remote Communities
A.R. Dawson, G. Berntsen, P. Kolisoja, S. Johansson, T. Saarenketo, R. Munro.
2006. Proceedings of the 13th International Conference on Cold Regions Engineering, Orono, Maine, ASCE. Go

The Hydraulic and Geo-Environmental Behavior of the Sub-Pavement Environment
A.R. Dawson, A.R. Hill, P.G. Boothroyd.
2006. Pavement Mechanics and Performance, Proceedings of the GeoShanghai Conference held in Shanghai, China, ASCE Geotechnical Special Publication No. 154. Go

Case Study: Compacted Embankment Landslide in Grady County, Oklahoma
A.B. Cerato, R.C. Oleski, C.C. Puklin.
2006. Proceedings of the 40th Symposium on Engineering Geology and Geotechnical Engineering. Landslides – Investigation, Analysis and Mitigation, Logan, Utah. Go

Results from long-term measurement in piles of drag load and downdrag
B.H. Fellenius.
2006. Canadian Geotechnical Journal, Vol. 43, No. 4, pp. 409 - 430. Go

Stochastic modelling of settlements due to cyclic loading for soil-structure interaction
T. Wichtmann, Y. Petryna, Th. Triantafyllidis, A. Niemunis.
2005. Proceedings of Session 14 on Structural Damage and Lifetime Assessment of the ICOSSAR05 Conference, Rome. Go

Numerical modeling of dynamic soil-pile-structure interaction
S. Balendra.
2005. MSc Thesis, Washington State University, Department of Civil and Environmental Engineering. Go

Soil-Structure Interaction Under Extreme Loading Conditions
T.D. O’Rourke, J.P. Turner, s.-S. Jeon, Y. Wang, P. Shi, H.E. Stewart.
2005. The 13th Spencer J. Buchanan Lecture, Zachry Department of Civil Engineering, Texas A&M University, College Station, Texas, USA. Go

A three-dimensional numerical model for wave-induced soil response around the head of a breakwater
Dong-Sheng Jeng Jeng, J. Li.
2005. Research Report No R859, The University of Sydney, Department of Civil Engineering, Australia. Go

A solution to the braced excavation collapse in Singapore
J. Artola.
2005. M. Eng Thesis, Massachusetts Institute of Technology, Department of Civil and Environmental Engineering. Go

Probabilistic passive earth pressure analysis by the Random Finite Element Method
D.V. Griffiths, G.A. Fenton, Derena E. Tveten.
2005. Proceedings of the 11th International Conference on Computer Methods and Advances in Geomechanics (IACMAG 05), Turin, Italy, (eds. G. Barla and M. Barla), Pub. Patron Editore, Bologna, vol.4, pp. 235-249, Jun 19-24. Go

Discussion of "Centrifuge Model Study of Laterally Loaded Pile Groups in Clay by T. llyas, C.F. Leung, Y.K. Chow and S.S. Budi, J. Geotech. and Geoenvir. Engrg, March 2004, Vol. 130, No.3, pp. 274-283"
B.H. Fellenius.
2005. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, Issue 10, pp. 1,305-1,305. Go

Deep vibratory compaction of granular soils
B.H. Fellenius, K.R. Massarsch.
2005. Chapter 19, in Ground Improvement Case Histories, Elsevier publishers, B. Indranatna and C. Jian, Editors, pp. 633 - 658. Go

Unexpected but foreseeable mat settlements on Piedmont residuum
P.W. Mayne.
2005. International Journal of Geoengineering Case histories, http://casehistories.geoengineer.org , Vol.1, Issue 1, p.5-17.. Go

Comparing CPT and Pile Base Resistance in Sand
M.D. Bolton, D.J. White.
2005. Geotechnical Engineering 158 Issue GE1. Proceedings of the Institution of Civil Engineers. Go

A Reconsideration of the Safety of Piled Bridge Foundations in Liquefiable Soils
S. Bhattacharya, M.D. Bolton, S.P.G. Madabhushi.
2005. Soils and Foundations, Vol 45, No 4, 13-25. Go

Scale Effects of Shallow Foundation Bearing Capacity on Granular Material
A.B. Cerato.
2005. PhD Thesis, Department of Civil and Environmental Engineering, University of Massachusetts. Go

Dynamic Response of a Pile Embedded in a Porous Medium Subjected to plane SH Waves
Dong-Sheng Jeng Jeng, Frank Jian-Fei Lu, Nie Wei-Dong.
2005. Research Report No. R858, The University of Sydney, Environmental Fluids/Wind Group. Go

Integrity testing of drilled shafts - existing and new techniques
F. Jalinoos, D.M. Poland, N.C. Samtani.
2005. GEO Construction Quality Assurance / Quality Control Conference Sponsored by ADSC: The International Association and Foundation Drilling, Dallas, TX. Available by NCS Consultants LLC Website. Go

Simple plasticity-based prediction of the undrained settlement of shallow circular foundations on clay
M.D. Bolton, A.S. Osman.
2005. Geotechnique 55, No.6, pp. 435-447. Go

Probabilistic settlement analysis of rectangular footings
G.A. Fenton, D.V. Griffiths.
2005. 16th ICSMGE, Osaka, Japan. Go

Reliability of site investigations using different reduction techniques for foundation design
G.A. Fenton, J.S. Goldsworthy, D.V. Griffiths, M.B. Jaksa, G.W.S. Kaggwa, H.G. Poulos.
2005. ICOSSAR 2005, G. Augusti, G.I. Schueller, M. Ciampoli (eds), Millpress, Rotterdam, ISBN 90 5966 040 4. Go

Estimation of Bearing Capacity of Circular Footings on Sands Based on Cone Penetration Test
Junhwan Lee, R. Salgado.
2005. Journal of Geotechnical and Geoenvironmental Engineering, ASCE. Go

Load transfer between pile groups and laterally spreading ground during earthquakes.
S.J. Brandenberg, R.W. Boulanger, B.L. Kutter, D.W. Wilson, D. Chang.
2004. Proceedings, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, paper no. 1516.. Go

Force modelling and energy optimization for subsoilers in tandem
L.L. Kasisira.
2004. PhD Thesis, Faculty of Engineering, Built Environment and Information Technology, University of Pretoria. Go

Behaviour of Rigid Foundation on homogeneous loose soil
B. Ghosh, S.P.G. Madabhushi.
2004. Data report on tests BG-01 to BG-03. CUED/D-SOILS/TR-330. Cambridge University Engineering Department Technical Report. Go

Evaluation of Foundation Stiffness Using the Scaled Boundary Finite Element Method
J.P. Doherty, A.J. Deeks, G.T. Houlsby.
2004. Computanional Mechanics, WCCM VI in conjunction with APCOM’04, Beijing, China, Tsinghua University Press & Springer-Verlag. Go

Behaviour of Rigid Foundation on layered soil
B. Ghosh, S.P.G. Madabhushi.
2004. Data report on tests BG-04 to BG-08. CUED/D-SOILS/TR-331. Cambridge University Engineering Department Technical Report. Go

A Mechanics based Computational Platform for Pavement Engineering
A. Scarpas.
2004. PhD Thesis, Delft University, Department of Civil Engineering and Geosciences. Go

The Effect of High Groundwater Level on Pavement Subgrade Performance
C. Zhang.
2004. PhD Thesis, Florida State University. Go

New Simple Performance Tests for Asphalt Mixes
2004. Number E-C068. Transportation Research Circular, Transportation Research Board, Washington, DC. Go

Accelerated load testing of unsealed and reinforced pavements
A.R. Dawson, S.F. Brown, P.H. Little.
2004. 2nd International Conference on Accelerated Pavement Testing, Minneapolis. Go

Deformation Behaviour of Granular Pavements
A.R. Dawson, G.K. Arnold, D.A.B. Hughes, D. Robinson.
2004. In Pavements Unbound ed. Dawson, A.R., Balkema, Rotterdam, pp, 169-177. Go

Pavement Design Model for Unbound Granular Materials
S. Werkmeister, F. Wellner, A.R. Dawson.
2004. TE 22939. American Society of Civil Engineers, Journal of Transportation Engineering, Vol. 130, No. 3, pp. 665-674. Go

Performance related characterisation of the mechanical behaviour of asphalt mixtures
J.M.M. Molenaar.
2004. PhD Thesis, Delft University, Road and Hydraulic Engineering Institute. Go

Rock Slope Analysis based on Digital Terrain Models
P. Fritz, St. Bergamin.
2004. 3rd Asian Rock Mechanics Symposium, Int. Soc. For Rock Mechanics, Kyoto, Japan. Go

Stability Analysis of a Rock Slope on the Bristen Road using AutoBlock
P. Fritz, St. Bergamin, J. Kolberg.
2004. 3rd Asian Rock Mechanics Symposium, Int. Soc. For Rock Mechanics, Kyoto, Japan. Go

Computer Program AutoBlock for Analyzing the Stability of Foundations and Slopes in Rock based on a Digital Terrain Model
P. Fritz, St. Bergamin.
2004. 72th Annual Meeting of ICOLD, Seoul. Go

Modelling the Effects of Vegetation on Stability of Slopes
W.S. Kaggwa, D.V. Griffiths, Y.H. Chok, M.B. Jaksa.
2004. Proceedings, 9th Australia New Zealand Conference on Geomechanics, Auckland, PP. 391-397. Go

A landslide risk rating system for the Baguio City, Philippines area
A.N.D. Saldivar-Sali.
2004. MSc Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go

Computational Modeling of Nonlinear Soil-Structure interaction on parallel computers
J. Lu, Zhaohui Yang, L. He, Ahmed Elgamal, J. Peng.
2004. 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, Paper No. 530. Go

Soil-structure interaction for integral bridges and culverts
E.B. Flener.
2004. KTH Civil and Architectural Engineering, Structural Design and Brdige Division, Royal Institute of Technology, Stockholm, Sweden. Go

Soil-Pipe-Tunnel Interaction: Comparison between Winkler and Elastic Continuum Solutions
T.E.B. Vorster, A. Klar, K. Soga, R.J. Mair.
2004. Technical Report of the University of Cambridge CUED/D-SOILS/TR 332. Go

Tensile Loading of Model Caisson Foundations for Structures on Sand
R.B. Kelly, B.W. Byrne, G.T. Houlsby, C. Martin.
2004. Paper No. 2004-mfb-03, pp. 1-4. Go

Experimental Investigations of the Response of Suction Caissons to Transient Combined Loading
B.W. Byrne, G.T. Houlsby.
2004. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 130, No. 3, March 1, 2004. ASCE. Go

A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay
M.J. Cassidy, B.W. Byrne, M.F. Randolph.
2004. Geotechnique 54, No. 2, 91–106. Go

Static Loading Test on a 45 m Long Pipe Pile in Sandpoint, Idaho
B.H. Fellenius, D.E. Harris, D.G. Anderson.
2004. Canadian Geotechnical Journal, Vol.41, No. 4, pp.613 - 628). Go

A new design method for retaining walls in clay
A.S. Osman, M.D. Bolton.
2004. Canadian Geotechnical Journal, 41: 451?466. Go

Avoiding excessive displacements: a new design approach for retaining walls
A.S. Osman, M.D. Bolton.
2004. International Conference on Structural and Foundation Failures, Singapore. Go

Errors in Design Leading to Pile Failures during Seismic Liquefaction
S. Bhattacharya, M.D. Bolton.
2004. Procceedings of the 5th International Conference on Case Histories in Geotechnical Engineering, New York. Go

Displacement and Strain Paths during Plane-Strain Model Pile Installation in sand
M.D. Bolton, D.J. White.
2004. Geotechnique 54, No. 6, 375?397. Go

Quantifying Pile Head Condition Before Basement Excavation by Cross-Hole Sonic Logging Tests
Z.Z. Aye, Thayanan Boonyarak, Natamon Kampananon, N. Thasnanipan.
2004. The 7th International Conference on Application of Stress-Wave Theory to Piles, Kuala Lumpur, Malaysia, pp. 233-238. Go

Underpinning Strategies for Buildings with Deep Foundations
Ray Zah Kordahi.
2004. MSc Thesis, Massachusetts Institute of Technology, Department of Civil and Environmental Engineering. Go

Field Method for Estimating Soil Parameters for Nonlinear Dynamic Analysis of Single Piles
A. Anandarajah, C. Ealy, J. Zhang.
2004. Proceedings Third UJNR Workshop on Soil-Structure Interaction, March 29-30, 2004, Menlo Park, California, USA. Go

A new Approach to the estimation of undrained settlement of shallow foundations on soft clay
M.D. Bolton, A.S. Osman.
2004. Engineering Practice and Performance of Soft Deposits, International Symposium, Osaka. Go

Estimation of undrained settlement of shallow foundations on London Clay
M.D. Bolton, A.S. Osman, H.C. Yeow.
2004. International Conference on Structural and Foundation Failures, Singapore. Go

Influence of site investigations on the design of pad footings
G.A. Fenton, J.S. Goldsworthy, D.V. Griffiths, M.B. Jaksa, G.W.S. Kaggwa, Y.L. Kuo, H.G. Poulos.
2004. 9th Australia-New Zealand Conference on Geomechanics, Auckland, Vol. 1, 282-288. Go

Two and Three-Dimensional Bearing Capacity of Foundations in Clay
A.V. Lyamin, R. Salgado, S.W. Sloan, H.S. Yu.
2004. Geotechnique 54, No.5, pp. 297-306. Go

Reliability of shallow foundation design using the standard penetration test
J.D. Bray, A. Der Kiureghian, D. Zekkos (Eds.).
2004. 2nd International Conference on Site Characterization Proceedings, 19-22/9/2004, Porto, Portugal, Vol.2, pp. 1575-1582. Go Go

Soils & Foundations Handbook
2004. State of Florida. Department of Transportation. State Materials Office. Go

Deformation patterns of reinforced foundation soil at failure.
R.L. Michalowski, L. Shi.
2003. Journal of Geotechnical and Geoenvironmental Engineering, 129, No. 5, 439-449. . Go

Development and Application of Force Resultant Models Describing Jack-up Foundation Behaviour
G.T. Houlsby, M.J. Cassidy, C. Martin.
2003. Proc. 9th Int. Conf. on Jack-Up Platform Design, Construction and Operation, City University, London. Go

Transient response of rigid foundations resting on viscoelastic layer
M. Adolph, E. Mesquita, E. Romanini.
2003. 16th ASCE Engineering Mechanics Conference, University of Washington, Seattle. Go

Design concept of unbound granular layers in pavement constructions
S. Werkmeister, A.R. Dawson, F. Wellner.
2003. Paper accepted for 21st ARRB (Australian Road Research Board) -11th REAAA Conference in Cairns, Australia. Go

Using a shakedown approach as a simple means of predicting rutting in unsealed and chip-sealed pavements
A.R. Dawson, G.K. Arnold, S. Werkmeister, D.A.B. Hughes, D. Robinson.
2003. Paper accepted for 21st ARRB (Australian Road Research Board) -11th REAAA Conference in Cairns, Australia. Go

Design of granular pavement layers considering climatic conditions
S. Werkmeister, R. Numrich, F. Wellner, A.R. Dawson.
2003. Transportation Research Board, 82th Annual Meeting, Washington D.C. Go

Cumulative damage and its applicability to low volume road pavements
A.R. Dawson.
2003. Internationales Kolloquium Prufung, Bewertung und Bemessung von Strassenbefestigungen, Technische Universitat Dresden. Go

The Environmental Impacts of Using Fly Ash – the UK Producers’ Perspective
L.K.A. Sear, A.J. Weatherley, A.R. Dawson.
2003. Proc. International Ash Symposium, Kentucky. Go

Stability of seismically loaded slopes using limit analysis
D. Loukidis, P. Bandini, R. Salgado.
2003. Geotechnique 53, No. 5, pp. 463–479. Go

Numerical study of a potential landslide in the Swiss Alps
A. Spickermann, M. Datcheva, T. Schanz.
2003. 5th EUROMECH Solid Mechanics Conference, Thessaloniki, Greece. Go

Analysis of a deep seated slope failure in the Alps
A. Spickermann, M. Datcheva, T. Schanz.
2003. Workshop AK 1.6 Weimar 2003 Bauhaus – Universitat Weimar Schriftenreihe Geotechnik Heft 11. Go

Part I: Long-term effects of excavations at crests of slopes: Pore pressure distribution – Shear strength properties – Stability – Environment
R. Larsson, H. Ahnberg.
2003. Swedish Geotechnical Institute, SGI Report No 61, Linkoping,. Go

Part II: Long-term effects of excavations at crests of slopes: Chapter 3 Strandbacken, Lilla Edet
R. Larsson, H. Ahnberg.
2003. Swedish Geotechnical Institute, SGI Report No 61, Linkoping, pp. 131-230. Go

Part III: Long-term effects of excavations at crests of slopes: Chapter 4 Sundholmen
R. Larsson, H. Ahnberg.
2003. Swedish Geotechnical Institute, SGI Report No 61, Linkoping, pp. 231-368. Go

Engineering and Design: Slope Stability
2003. Manual No. 1110-2-1902. Department of the Army, U.S. Army Corps of Engineers, CECW-EW Washington, DC. Go

Uplift resistance of buried submarine pipelines: comparison between centrifuge modelling and full-scale tests
A.C. Palmer, D.J. White, A.J. Barefoot, T. Powell, A.S. Faranski, J.A.S. Baldry, A.J. Baumgard, M.D. Bolton, M. Finch.
2003. Geotechnique 53, No. 10, pp. 877–883. Go

Pressure Chamber Testing of Model Caisson Foundations in Sand
R.B. Kelly, B.W. Byrne, G.T. Houlsby, C. Martin.
2003. Invited Theme Lecture, Proceedings of the International Conference on Foundations, Dundee, pp. 1-11. Thomas Telford, London. Go

Undrained bearing capacity factors for conical footings on clay
G.T. Houlsby, C. Martin.
2003. Geotechnique 53, No. 5, pp. 513–520. Go

Probabilistic Models Applicable to the Short-Term Extreme Response Analysis of Jack-Up Platforms
M.J. Cassidy, G.T. Houlsby, R. N. Taylor.
2003. Journal of Offshore Mechanics and Arctic Engineering, Vol. 125, pp. 249-263, ASME. Go

Foundations for offshore wind turbines
G.T. Houlsby, B.W. Byrne.
2003. Philosophical Transactions of the Royal Society London, A 361, pp. 2909-2930, The Royal Society. Go

Estimation of active earth pressure against rigid retaining walls considering arching effects
K. Paik, R. Salgado.
2003. Geotechnique 53, No. 7, 643–653. Go

Some Observations on Development and Implementation of Reliability-Based Design of Foundations
F.H. Kulhawy.
2003. Paper presented at Session TC 23 (1) "Advances in Geotechnical Limit State Design" of 12th Asian Regional Conference on SMGE, 07-08 August 2003, Singapore. Go

Practical reliability-based design illustrated for foundations and retaining walls
B.K. Low.
2003. Paper presented at Session TC 23 (1) "Advances in Geotechnical Limit State Design" of 12th Asian Regional Conference on SMGE, 07-08 August 2003, Singapore. Go

Dewatering of Deep Excavation in Gravity Aquifer in Puerto Rico
Alan R. Crumley.
2003. Presented at Soil and Rock America, 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering, Cambridge, Massachussetts. Go

Lessons Learned: Dewatering of an Open Cut in a Confined Aquifer
Alan R. Crumley.
2003. Presented at Soil and Rock America, 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering, Cambridge, Massachussetts. Go

Design of Pile Foundations for the Sand Creek Byway, Sandpoint, Idaho
D.E. Harris, D.G. Anderson, J.J. Butler, B.H. Fellenius, G.S. Fisher, J. Hinman.
2003. Proceedings of Deep Foundation Institute Annual Meeting, Miami. Go

Aren't specs terms supposed to be plain?
B.H. Fellenius, M.H. Hussein.
2003. The Publication of The Pile Driving Contractors Association, Winter 2003, Vol. 4, No. 1, pp. 33 - 38. Go

Geotechnical Engineering Circular No.7: Soil Nail Walls
C.A. Lazarte, V. Elias, R.D. Espinoza, P.J. Sabatini.
2003. Technical Report: FHWA A0-IF-03-017, Federal Highway Administration, US Department of Transportation. Go

Press-in Piling: Field Testing of Cell Foundations
M.D. Bolton, D.J. White, A.G. Yetginer.
2003. BGA International Conference on Foundations, University of Dundee, Scotland. Go

Drum centrifuge modelling of displacement piles in sand: data report
B.M. Lehane, O.S. Ong, D.J. White.
2003. CUED/D-SOILS/TR325. Cambridge University Engineering Department. Go

Model Footing Tests on a Finite Layer of Granular Soil
A.B. Cerato, A.J. Lutenegger.
2003. FONDSUP 2003, International Symposium on Shallow Foundations, Paris - France, Vol. 1, pp. 155-162. Go

Scale Effects of Shallow Foundation Bearing Capacity on Granular Material
A.B. Cerato, A.J. Lutenegger.
2003. Proceedings of the British Geotechnical Association (BGA) International Conference on Foundations, pp. 217-225. Go

Advantages and Equations for Pile Design in Brazil via DPL Tests
R.P. Cunha, Thomas Nilsson.
2003. 2nd International Conference on Geotechnical Site Characterization, Porto, Portugal. Go

Pile Foundations in Liquefied and Laterally Spreading Ground during Earthquakes: Centrifuge Experiments & Analyses
R.W. Boulanger, S.J. Brandenberg, D. Chang, B.L. Kutter, P. Singh.
2003. Report No. UCD/CGM-03/01. Department of Civil & Environmental Engineering, College of Engineering, University of California at Davis. Go

A novel urban foundation system using pressed-in H-piles
M.D. Bolton, C. Wako, D.J. White.
2003. XIII ECSMGE - 13th European Conference on Soil Mechanics & Geotechnical Engineering, Prague. Go

Ground-borne vibrations due to press-in piling operations
M.D. Bolton, D.J. Rockhill, D.J. White.
2003. BGA International Conference on Foundations, University of Dundee, Scotland. Go

Assessment of current load factors for use in Geotechnical load and resistance factor design
B.J. Kim, R. Salgado, B. Scott.
2003. Journal of Geotechnical and Geoenvironmental engineering, ASCE, 287. Go

Closure to Discussion by R. Popescu on Bearing Capacity Prediction of Spatially Random c - O Soils
R. Popescu.
2003. Go

Reliability Analysis of a Strip Footing Designed Against Settlement
G.A. Fenton, D.V. Griffiths, M.B. Jaksa, Haiying Zhou.
2003. Proceedings of the 9th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP9), San Francisco, Jul 2003. Go

Numerical Evaluation of Pile Foundations in Tropical Soils of the Federal District of Brazil by Means of a Semi-Analytical Mathematical Procedure
R.P. Cunha, P. Kuklik.
2003. Solos e Rochas, Suelos y Rocas, Soils & Rocks. 2003, vol. 26, no. 2, s. 167-182. ISSN 0103-7021. Go

Collapse loads over two-layer clay foundations soils.
R.L. Michalowski.
2002. Soils and Foundations, 42, No. 1, 1-7.. Go

Probabilistic analysis of underground pillar stability
D.V. Griffiths, G.A. Fenton, C.B. Lemons.
2002. International Journal for Numerical and Analytical Methods in Geomechanics , 26, 775-791. Go

Slurry Walls for Groundwater Control: A Comparison of UK and US Practice
J.C. Evans, A.R. Dawson, S.M. Opdyke.
2002. 19th Central Pennsylvania Geotechnical Seminar: Current Trends in Geotechnical Engineering. Go

Determining Appropriate Stiffness Levels for Spudcan Foundations Using Jack-up Case Records
G.T. Houlsby, M.J. Cassidy, M. Hoyle, M.R. Marcom.
2002. Proceedings of OMAE'02, 21st International Conference on Offshore Mechanics and Artic Engineering, Oslo, Norway. OMAE2002-28085. ASME. Go

Mechanical Behavior and Performance of Granular Bases and Sub-bases in Pavements
A.A.V. Niekerk.
2002. PhD Thesis, Delft University, Department of Civil Engineering and Geosciences. Go

The Mechanical Behaviour of Ballasted Railway Tracks
A.S.J. Suiker.
2002. PhD Thesis, Delft University, Department of Civil Engineering and Geosciences. Go

World Trade Center: Construction, Destruction, and Reconstruction
A. Aronowitz.
2002. The 10th Spencer J. Buchanan Lecture, Department of Civil Engineering, Texas A&M University. Go

Deformation behaviour of granular materials under repeated dynamic load
S. Werkmeister, R. Numrich, F. Wellner, A.R. Dawson.
2002. Environmental Geomechanics - Monte Verita 2002. Go

Asphalt concrete response (ACRe): determination, modelling and prediction
S.M.J.G. Erkens.
2002. PhD Thesis, Delft University, Department of Civil Engineering and Geosciences. Go

Serviceability Design of Granular Pavement Materials
A.R. Dawson, G.K. Arnold, S. Werkmeister, D. Robinson, D.A.B. Hughes.
2002. Proc. 6th Int. Conf. Bearing Capacity of Roads, Railways and Airfields, Lisbon, Vol. 2, pp.957-966. Go

The application of shakedown approach to granular pavement layers
A.R. Dawson, G.K. Arnold, D.A.B. Hughes, D. Robinson.
2002. 9th Int. Conf. Asphalt Pavements, Copenhagen. Go

The Effects of Particle and Mix Characteristics on the Performance of some Granular Materials
A.R. Dawson, L.W. Cheung.
2002. TRB 2002 Annual Meeting – Transportation Research Board, No. 1787, pp. 90-98. Go

Lateral Spreading of Slopes
S.K. Haigh.
2002. Data report on tests SKH-5-12, CUED/D-SOILS/TR317, Cambridge University, Engineering Department. Go

A probabilistic investigation of c', Ö' slope stability
G.A. Fenton, D.V. Griffiths, T. Szynakiewicz.
2002. Proceedings of the 6th International Congress on Numerical Methods in Engineering and Scientific Applications, CIMENICS 02, eds. C. Muller-Karger et al, Pub. Sociedad Venezolana de Metodos Numericos en Ingenieria, pp.CI 25-36. Go

Influenece of soil strength heterogeneity on the stability of an undrained clay slope by finite elements
G.A. Fenton, D.V. Griffiths.
2002. Slope Stability 2000, ASCE Geotechnical Specialty Publication No. 101. Go

Ground Response in Lotung: Total Stress Analyses and Parametric Studies
C.-H. Lin, Blaise G. Duvernay, R.I. Borja.
2002. Journal of Geotechnical and Geoenvironmental Engineering, Vol.128, No.1, pp. 54-63. ASCE. Go

Evaluation of long-term extreme response statistics of jack-up platforms
P.H. Taylor, R. N. Taylor, G.T. Houlsby, M.J. Cassidy.
2002. Ocean Engineering 29, pp. 1603–1631. Elsevier Science Ltd. Go

Vertical bearing capacity factors for conical footings on sand
M.J. Cassidy, G.T. Houlsby.
2002. Geotechnique 52, No. 9, pp. 687–692. Go

Investigating novel foundations for offshore windpower generation
B.W. Byrne, G.T. Houlsby.
2002. Proceedings of OMAE’02, 21st International Conference on Offshore Mechanics and Arctic Engineering June 23-28, 2002 – Oslo, Norway. OMAE2002-28423, ASME. Go

Investigating the Response of Offshore Foundations in Soft Clay Soils
B.W. Byrne, M.J. Cassidy.
2002. Proceedings of OMAE’02, 21st International Conference on Offshore Mechanics and Arctic Engineering, June 23-28, 2002 – Oslo, Norway. OMAE2002-28057. Go

Suction caisson foundations for offshore wind turbines
G.T. Houlsby, B.W. Byrne, P. Fish, C. Martin.
2002. Reprinted from Wind Engineering, Vol.26, No.3, Multi-Science Publishing Company. Go

Measured performance of slurry walls
D.C. Konstantakos.
2002. M.Eng Thesis, Massachusetts Institute of Technology, Department of Civil and Environmental Engineering. Go

Disussion of "Side resistance in piles and drilled shafts" by Michael W. O'Neill, January 2001, Vol. 127, No.1, 3-16
B.H. Fellenius.
2002. ASCE Journal of Geotechnical and Geoenvironmental Engineering, Vol. 128, No. 5, pp. 446 - 448. Go

Vibratory Compaction of Coarse-Grained Soils
K.R. Massarsch, B.H. Fellenius.
2002. Canadian Geotechnical Journal, 39(3) 695-709. Go

Discussion of "Axial Loading Tests on Bored Piles and Pile Groups in Cemented Sands by Nabil F. Ismael, ASCE Journal of Geotechnical Engineering, Vol. 127, No. 9, pp. 766-773"
B.H. Fellenius.
2002. 2002. ASCE Journal of Geotechnical Engineering 128(11) 283-284. Go

دانلود نقشه با کیفیت گسلهای ایران

نقشه گسلهای ایران با کیفیت بسیار بالا و قابل چاپ برای مهندسین و دانشجویان عزیز ( بر روی تصویر بند انگشتی زیر کلیک کنید )

نقشه گسل های ایران

خاکهای مسئله دار

problematic soils

Geotechnical Problems with Pyritic Rock and Soil
2003, Bryant, Lee Davis, PhD thesis, Virginia Polytechnic Institute and State University

Quick clay in Sweden
2004, KATRIN RANKKA, YVONNE ANDERSSON-SK?LD, CARINA HULT?N, ROLF LARSSON, VIRGINIE LEROUX and TORLEIF DAHLIN, Swedish geotechnical institute, 148 Pages, 3.27 MB pdf

Mechanical Behaviour of Unsaturated Highly Expansive Clays - Abstract
1998, Sharma, R.S., PhD thesis, Oxford University, 15.8 MB pdf

The Consolidation Behaviour of Gassy Soil - Abstract
1988, Thomas, S.D., PhD thesis, Oxford University, 11.0 MB pdf

The Acoustic Properties of Gassy Soil - Abstract
1988, Gardner, T.N., PhD thesis, Oxford University, 8.07 MB pdf

Stress-Strain Behaviour of Soils Containing Gas Bubbles - Abstract
1986, Wheeler, S.J., PhD thesis, Oxford University, 9.83 MB pdf

Effects of Gas Bubbles on the Sea-Bed Behaviour - Abstract
1983, Nageswaran, S., PhD thesis, Oxford University, 6.69 MB pdf

Uncertainty Associated with the Visual-Tactile Method for Quantifying the Reactivity of Expansive Soils
1997, Jaksa, M. B., Cavagnaro, R. L. and Cameron, D. A., Australian Geomechanics, No. 31, June, pp. 84-91, 68 KB pdf

Normalised Shear Strength and Compressibility Characteristics of Adelaide Expansive Clay
1992, Kaggwa, W. S. and Jaksa, M. B., Proceedings 6th Australia New Zealand Conf. on Geomechanics, Christchurch, pp. 330-335, 204 KB pdf

Dispersive Clays
1991, United States Department of Agriculture, 32 Pages, 4.86MB pdf

Portable Pinhole Test Apparatus
1987, United States Department of Agriculture, 24 Pages, 0.99MB pdf

Consolidation of soft soils
1986, ROLF LARSSON, Swedish Geotechnical Institute Report No. 29, 182 Pages, 4.07 MB pdf

Basic behaviour of Scandinavian soft clays
1977, ROLF LARSSON, Swedish Geotechnical Institute Report No. 4, 138 Pages, 4.10 MB pdf

Effect of drainage conditions on shear strength of swollen expansive clays
1990, Babu Shanker, N., Vanapalli, S.K., and Narayana Reddy, S.G., Indian Geotechnical Conference, Bombay, India, pp. 247-250.

Undrained creep of a soft foundation clay.
1973, Edgers, Lewis, PhD thesis, Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering

Laboratory studies on shear strength of expansive clays
1989, Babu Shanker, N., Vanapalli, S.K., Indian Geotechnical Conference, (IGC-89) Vishakapatnam, India, Vol. 1, pp. 155-158.

Recommended Practice for Soft Ground Site Characterization: Arthur Casagrande Lecture
2004, Charles C. Ladd and Don J. DeGroot, Prepared for 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering, Massachusetts Institute of Technology, Cambridge, MA USA, June 22 ? 25, 2003, revised in 2004, 60 Pages

Spectroscopy and swelling soils: an integrated approach
2004, Kariuki, P.C., PhD thesis, Delft university, Department of Civil Engineering and Geosciences

The Failure of Teton Dam - A New Theory Based on State Based Soil Mechanics
2003, Navaratnarajah Sasiharan, MS thesis, Washington State University, Department of Civil and Environmental Engineering

ابزار گذاری در سد ها

Instrumentation & Monitoring in Dams

Instrumentation of Embankment Dams and Levees
1995, U.S.Army engineer manual, 83 Pages

Instrumentation for Concrete Structure
1987, U.S.Army engineer manual, 305 Pages

Strong-motion instruments for recording earthquake motions on dams
1981, U.S.Army engineer regulation, 11 Pages

Continuous strain monitoring in the rock foundation of a large gravity dam
1983, Kovari, Kalman, Peter, Guy, Rock Mech., Rock Engng., 16/3, 15.53 MB pdf

Detection and monitoring of structural deficiences in the rock foundation of large dams
1985, Kovari, Kalman, 15th Int. Congr. Large Dams ICOLD, Lausanne, Switzerland, 2.34 MB pdf

Seepage monitoring in embankment dams
1997, Johansson, Sam, PhD thesis, Royal Institute of Technology in Stockholm, KTH, Department of Civil and Environmental Engineering

Performance of San Fernando Dams during the 1994 Northridge Earthquake
1996, Bardet, J. P., and C. Davis, Journal of Geotechnical Engineering, ASCE, Vol. 122, No. 7, pp. 554-564.

Performance of Two Reservoirs during the 1994 Northridge Earthquake
1996, Davis, C., and J. P. Bardet, Journal of Geotechnical Engineering, ASCE, Vol. 122, No. 8, pp. 613-622.

قالب پاورپونت جهت ارائه پایان نامه و سمینار

یکی از دغدغه های معمول دانشجویان در ارئه های کلاسی و یا ارائه پایان نامه یافتن قالب مناسب و خوب جهت این امر می باشد. در این قسمت سعی شده است که قالب های رایج و برتر در این زمینه در اختیار شما عزیزان قرار بگیرد. لذا در صورتیکه قالب جدیدتری در اختیار دارید، می توانید با ایمیل کردن آن به مدیر وبلاگ، آنرا در اختیار سایر دوستان قرار دهید.

پسورد فایل: www.khosrovani.blogfa.com
لینک دانلود

دانلود زلزله خيزي ايران (از سال 1900 تا سال 1969)

(نشریه شماره 1)

به حجم 5.13 مگابایت در فرمت پی دی اف (pdf)

لینک دانلود :

http://tec.mporg.ir/saman/Zavabet/download.aspx?fname=Code1.pdf

دانلود آئین نامه های حفاظت و بهداشت کار

نقل قول :

علت قرار دادن این لینکها زیاد است که اینجا فقط 2 به نمونه آن اشاره می کنم : یکی ماده 85 از فصل چهارم قانون کار و دیگری بند 12-1-2 مبحث دوازدهم مقررات ملی ساختمان ( ایمنی در عملیات ساختمانی )
موارد دیگری نیز در مبحث دوازدهم وجود دارد ...
بیاد داشته باشید حتی اگر در مجموعه مقررات ملی هم اشاره ای به آنها نمی شد بازهم الزامی بودند.( چراکه براساس قانون کار رعایت آنها اجباری است)
قطعا با دانستن الزامات قانونی و ملاحظه آئین نامه ها موارد مرتبط با عملیات ساختمانی را می توانید از مجموعه استخراج کنید.
تا کنون بیش از 45 آئین نامه از مجموعه آئین نامه های حفاظت و بهداشت کار توسط شورای عالی حفاظت فنی تدوین شده است اما 45 تا از آنها در کتابی تحت عنوان "مجموعه آئین نامه های حفاظت و بهداشت کار" توسط سازمان کار و تامین اجتماعی در سال 1390 بچاپ رسیده است.

کل فایلهای بایین از دو لینک زیر و یا از پیوست ایران سازه نیز به صورت یک جا قابل دانلود میباشند :

لینکهای در دو بخش دانلود1 , دانلود2 :

http://civilsoft.persiangig.com/آئین نامه های حفاظت و بهداشت کار.part1.rar

http://civilsoft.persiangig.com/آئین نامه های حفاظت و بهداشت کار.part2.rar

لینکهای کمکی از ایران سازه دانلود1 , دانلود2 , دانلود3

لینکهای دانلود به تفکیک از زیر قابل استفاده می باشد...

آئین نامه های حفاظت و بهداشت کار :

1- آيين نامه حفاظت و بهداشت عمومي در كارگاهها :

http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-1.pdf

2- آيين نامه حفاظتي كارگاه‎هاي ساختماني :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-2.pdf

3- آيين‎نامه حفاظتي وسايل حمل و نقل و جابجا كردن مواد و اشياء در كارگاهها:
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-3.pdf

4- آيين نامه تاسيس مراكز بهداشت كار در كارگاهها:
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-4.pdf

5- آيين نامه كميته حفاظت فني و بهداشت كار:
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fsle-5.pdf

6- آيين نامه تشخيص و تاييد مشاور فني و خدمات ايمني :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-6.pdf

7- آيين نامه وسايل حفاظت انفرادي :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-7.pdf

8- آيين نامه كارهاي سخت و زيان آور :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-8.pdf

9- آيين نامه اجرايي كارهاي سخت و زيان آور :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/false-9.pdf

10- دستورالعمل اجرايي آيين نامه كارهاي سخت و زيان آور :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/dastorol%20amale%20ejrae.pdf

11- قانون بازنشستگي پيش از موعد در مشاغل سخت و زيان آور :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-11.pdf

12-آييننامه حفاظت در مقابل خطرات وسايل انتقال نيرو :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-12.pdf

13- در كارگاههاآيين نامه حفاظتي تاسيسات و وسايل الكتريكي :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-13.pdf

14- آيين نامه ايمني كار روي خطوط و تجهيزات برق دار :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-14.pdf

15- آيين نامه ايمني تاسيسات الكتريكي با اتصال زمين :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-15.pdf

16- آييننامه پيشگيري و مبارزه با آتش سوزي دركارگاهها :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-16.pdf

17- آيين‎نامه حفاظتي مواد خطرناك و مواد قابل اشتعال و مواد قابل انفجار :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-17.pdf

18- آيين نامه حفاظتي تاسيسات و ماشينهاي اره چوب بري :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-18.pdf

19- آيين نامه حفاظتي ماشين سنگ سمباده:
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-19.pdf

20- آيين نامه و مقررات حفاظت در ريخته گري، آهنگري و جوشكاري :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-20.pdf

21- آيين نامه و مقررات حفاظتي ماشينهاي افزار:
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/mashinafzar.pdf

22- آيين نامه و مقررات حفاظتي ماشينهاي بهمزن و مخلوط كننده :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-22.pdf

23- آيين نامه و مقررات حفاظتي در ماشينهاي كنگاسور، خردكن و آسياب :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-23.pdf

24- آيين نامه حفاظت حمل و نقل، ذخيره سازي و توزيع گاز مايع :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-24.pdf

25- آيين نامه و مقررات حفاظت در مقابل خطر پرتوهاي يونساز :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-25.pdf

26- آيين نامه حفاظتي مولد بخار و ديگهاي آبگرم :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-26.pdf

27- آيين نامه و مقررات حفاظتي پرسها (پرسكاري سرد فلزات) :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-27.pdf

28- آيين نامه حفاظتي پرسهاي تزريقي (پلاستيك و دايكاست):
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-28.pdf

29- آيين نامه و مقررات حفاظتي حفر چاههاي دستي :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-29.pdf

30- آيين نامه ايمني معادن :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-30.pdf

31- آيين نامه حفاظتي كار با سموم دفع آفات نباتي در كشاورزي :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-31.pdf

32- آيين نامه و مقررات حفاظتي ساختمان كارگاهها :
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/fasle-33.pdf

33- آئین نامه ایمنی مخازن و آب استخر:
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/makhazen%20ab%26estakher.pdf

34- آئین نامه علائم ایمنی در کارگاهها:
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/emeni.PDF

35- آئین نامه عمومی ایمنی در تعمیرگاه های وسایط نقلیه:
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/VASAYLE-NAGHLE.pdf

36- آئین نامه ایمنی در آزمایشگاهها:
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/iazmayeshgah.pdf

37- آئین نامه ایمنی ادوات و ماشین های کشاورزی:
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/machine-keshavarze.pdf

38- آئین نامه ایمنی ماشین های لیفتراک:
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/LIFTRUCK%20SAFETY.pdf

39- آئین نامه ایمنی در صنایع شیشه:
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/SANAYE-SHISHE.pdf

40- آئین نامه ایمنی تصفیه خانه های فاضلاب:
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/ab-fazelab.pdf

41- آئین نامه حفاظتی کار با سموم دفع آفات با کارگاهها:
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/somoom.pdf

42- آئین نامه آموزش ایمنی کارفرمایان ، کارگران و کارآموزان:
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/amoozesh.pdf

43- آئین نامه ایمنی امور پیمانکاران:
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/peymankaran.pdf

44- آئین نامه حفاظتی حمل دستی بار:
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/hamle%20dasti%20bar.pdf

45- آئین نامه ایمنی جوشکاری و برشکاری گرم:
http://www.irimlsa.ir/fixinfo/bazresikar/pages/aeennamehah.pdf/JOOSHKARE-GARM.pdf

Geotechnical Earthquake Engineering

By Kramer, Steven L

Geotechnical Earthquake Engineering, Kramer, Steven L. 0133749436 9780133749434

1. Introduction to Geotechnical Earthquake Engineering
2. Seismology and Earthquakes.
3. Strong Ground Motion.
4. Seismic Hazard Analysis.
5. Wave Propagation.
6. Dynamic Soil Properties.
7. Ground Response Analysis.
8. Local Site Effects and Design Ground Motions.
9. Liquefaction.
10. Seismic Slope Stability.
11. Seismic Design of Retaining Walls.
12. Soil Improvement for Remediation of Seismic Hazards.
Appendix A. Vibratory Motion.
Appendix B. Dynamics of Discrete Systems.
Appendix C. Probability Concepts.
References.

*** با توجه به درخواست بسیاری از دوستان عزیز در مورد حل المسائل این کتاب بایستی ذکر کنم که با در نظر گرفتن اینکه کتاب مذکور تخصصی می باشد، کتاب حل المسائل آن در بازار موجود نیست و فایلی هم در این زمینه پیدا نکردم. لذا از کاربران این وبلاگ تقاضا دارم که در صورتی که فایل مسائل حل شده این کتاب را دارند، برای ما ارسال نمایند تا با نام خودشان برای استفاده عموم قرار گیرد***

پسورد فایل: www.khosrovani.blogfa.com

لینک دانلود

لینک کمکی دانلود

http://ifile.it/6s4g3v1/GeotechEQEng_Kramer.rar

Geotechnical Earthquake Engineering Handbook.pdf
http://www.4shared.com/office/qiPiWk6R/Geotechnical_Earthquake_Engine.html

دانلود

وبلاگ تخصصی مهندسی ژئوتکنیک

وبلاگ مهندس علیرضا خسروانی مقدم

نمایش آنلاین مشخصات سد های ایران به تفکیک استانها و حوضه‌های آبریز

دانلود نرم افزار ویراستیار

دانلود نرم افزار ویراستیار

(پایان نامه ای بدون غلط املایی و ویرایشی داشته باشید)

لینک های دانلود

آخرین نسخه کرک شده نرم افزار آباکوس

نمونه اطلاعات تفاوت های حوزه های دور و نزدیک به گسل

دانلود نرم افزار FLAC 7.0 به همراه آموزش

پایداری شیروانی ها - Landslides - Slope Stability

دیوار حائل - Retaining Walls

گود برداری - Deep Excavations

دانلود نرم افزارهای زمین شناسی

دانلود آیین نامه آشتو ASHTOO به زبان فارسی

مقالات تستهای درجا

بانک مقالات مهندسی پی

بانک مقالات مهندسی پی

دانلود نقشه با کیفیت گسلهای ایران

خاکهای مسئله دار problematic soils

ابزار گذاری در سد ها Instrumentation & Monitoring in Dams

دانلود 8 قالب مناسب پاورپونت (power point) جهت ارائه پایان نامه و سمینار

دانلود زلزله خيزي ايران (از سال 1900 تا سال 1969)

دانلود آئین نامه های حفاظت و بهداشت کار

دانلود کتاب ژئوتکنیک لرزه ای کرامر

Geotechnical Earthquake Engineering

نوشته‌های پیشین

آرشیو موضوعی

برچسب‌ها

نویسندگان