بانک مقالات مکانیک خاک (2)

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Shear Strength Behavior of a Silty Soil over the Suction Range from 0 to 1,000,000 kPa

M.D. Fredlund, S.K. Vanapalli, A. Wright.
2000. 53rd Canadian Geotechnical Conference, Montreal, pp. 1161-1168.. Go


Soil-Water Characteristic Curve Variability
William N. Houston, Sandra L. Houston, Kenneth D. Walsh, Claudia E. Zapata.
2000. Advances in Unsaturated Geotechnics, Denver, Colorado, August 5-8, pp. 84-123. . Go


An equation to represent grain-size distribution
M.D. Fredlund, G.W. Wilson.
2000. Canadian Geotechnical Journal. 37:817-827, NRC Canada.. Go


Use of Grain-Size Functions in Unsaturated Soil Mechanics
M.D. Fredlund, G.W. Wilson.
2000. ASCE Geo-Institute Denver 2000 Symposium, Denver, Colorado, August 3-8.. Go


Estimation of Volume Change Functions for Unsaturated Soils
M.D. Fredlund, G.W. Wilson.
2000. Unsaturated Soils for Asia, Rahardjo, Toll & Leong (eds), Balkema, Rotterdam.. Go


Behaviour of a Soil Paste Continuum
A.N. Schofield.
2000. Technical Report: CUED/D-GEOTECHNICAL /TR311.. Go


Differential Movement at Embankment/Bridge Structure Interface in Illinois
J.H. Long, E.A. Samara.
1999. 1999 Transportation Research Record 1633, National Research Council, Washington, D.C., January, 1999, pp. 53-60. Go


 

 

Tire Shreds and Rubber Sand as Lightweight Backfill Material.
J. Lee, R. Salgado, A. Bernal, C.W. Lovell.
1999. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 125(2), 132-141.. Go


Scaling Parameter to Predict the Soil Water Characteristic from Particle-Size Distribution Data
Martinus T. van Genuchten, P.J. Shouse, L.M. Arya, F.J. Leij.
1999. Soil Science Society of America Journal 63:510-519. Go


Effective properties of multiphase flow in heterogeneous porous media
B.L. Jacobs.
1999. PhD Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


Factors affecting the initial stiffness and stiffness degradation of cohesive soils
M.C. Santagata.
1999. PhD Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


Discussion on Settlement of Embankments on Soft Clays (Roy E. Olson, 1998) ASCE Journal of Geotechnical Engineering, Vol. 124, No. 4, pp. 278 - 288
B.H. Fellenius.
1999. ASCE Journal of Geotechnical Engineering, Vol. 125, No. 8. Go


Estimating unsaturated soil hydraulic properties from laboratory tension disc infiltrometer experiments
Ole Wendroth, Martinus T. van Genuchten, Jiri Simunek.
1999. Water Resources Research, Vol. 35, No. 10, pp. 2965-2979, American Geophysical Union. Go


Estimating hysteresis in the soil water retention function from cone permeameter experiments
Molly M. Gribb, Radka Kodesova, Jiri Simunek, Martinus T. van Genuchten.
1999. Water Resources Research, Vol. 35, No. 5, pp. 1329-1345. American Geophysical Union.. Go


Relationship Between Soil-Water Characteristic Curves and the As-Compacted Water Content versus Soil Suction for a Clay Till
M.D. Fredlund, D.E. Pufahl, S.K. Vanapalli.
1999. XI Pan-American Conference on Soil Mechanics and Foundation Engineering, Brazil, Vol. 2, pp. 991-998.. Go


Empirical Procedures to Predict the Shear Strength of Unsaturated Soils
M.D. Fredlund, S.K. Vanapalli.
1999. 11th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Hong et al. (eds), Seoul. Balkema, Rotterdam.. Go


An Alternative Method for the Measurement of Soil-Water Characteristics Curves for Fine-Grained Soils
M.D. Fredlund, R.M. Khanzode, S.K. Vanapalli.
1999. 52nd Canadian Geotechnical Conference, Regina, October 25-27, 1999, pp. 623- 630.. Go


Hydraulic Conductivity Reduction due to Ponded Hog Manure
T.A. Fonstad, G. Majumdar, C.P. Maule, S.K. Vanapalli.
1999. ASAE/CSAE-SCGR Annual International Meeting, Toronto, Ontario, Paper No. 994074. . Go


Interpretation of the Shear Strength of Unsaturated Soils in Undrained Loading Conditions
M.D. Fredlund, D.E. Pufahl, S.K. Vanapalli.
1999. 52nd Canadian Geotechnical Conference, Regina, pp. 643-650.. Go


Predicting the Soil-Water Characteristics of Mine Soils
G. Danziger, R.N. Mohr, G. Savci, D.A. Swanson, T. Weiskopf.
1999. Proceedings of the Sixth International Conference on Tailings and Mine Waste Conference, Ft. Collins, Colorado, January 24-27, pp. 345-349. . Go


Estimating unsaturated soil hydraulic properties from laboratory tension disc infiltrometer experiments
Jiri Simunek, Martinus T. van Genuchten, Ole Wendroth.
1999. Water Resources Research, Vol. 35, No. 10, pp. 2965-2979. American Geophysical Union. . Go


Fourth Avenue Landslide During 1964 Alaskan Earthquake
T.D. Stark, I.A. Contreras.
1998. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 124, No. 2, February, 1998, pp. 99-109.. Go


Penetration Resistance in Sands: Analysis and Applications to Liquefaction Potential Assessment and Estimation of Pile Base Resistance.
R. Salgado, M. Jamiolkowski, J.K. Mitchell.
1998. Rivista Italiana di Geotecnica, XXXII(4), 5-17. . Go


Limit analysis in stability calculations of reinforced soil structures.
R.L. Michalowski.
1998. Geotextiles and Geomembranes, 16, No. 6, 311-331.. Go


Effective width rule in calculations of bearing capacity of shallow footings.
R.L. Michalowski, L. You.
1998. Computers and Geotechnics, 23, No. 4, 237-253.. Go


Acoustic monitoring of hydraulic fracture growth
J. Groenenboom.
1998. PhD Thesis, Delft university, Department of Civil Engineering and Geosciences. Go


Anisotropic Geotechnical Properties of a Glacially Overconsolidated and Fissured Clay
F. Schokking.
1998. PhD Thesis, Delft university, Department of Civil Engineering and Geosciences. Go


Extensile hydraulic fracturing of (saturated) porous materials
J.H.M. Visser.
1998. PhD Thesis, Delft university, Department of Civil Engineering and Geosciences. Go


 

 

Geotechnical Centrifuge Development can correct a soil mechanics error
A.N. Schofield.
1998. Keynote lecture to the Tokyo Conference of TC2 “CentrifUge ‘98” 23 September 1998. CUED/D-SOILS/TR308. Go


Geotechnical centrifuge development corrects Terzaghi’s errors
A.N. Schofield.
1998. Lecture to the Tokyo Conference of TC2 “CentrifUge ‘98” 23 September 1998. Go


The Mohr-Coulomb error
A.N. Schofield.
1998. Presented on 19 May 1998 in Paris in the Senat at the scientific jubilee of Pierre Habib and to be published in “Mechanique et Geotechnique”, Balkema. CUED/D-SOILS/TR305. Go


Appraisal of stickiness of natural clays from laboratory tests
A. Kooistra, P.N.W. Verhoef, W. Broere, D.J.M. Ngan-Tillard, A.F. van Tol.
1998. Engineering Geology and Infrastructure, pp. 101-113. Ingeokring. Go


Factors controlling pore pressure generation during Ko consolidation of laboratory tests
E.A. Force.
1998. MSc Thesis, Massachusetts Institute of Technology, Department of Civil and Environmental Engineering. Go


Mechanical Behaviour of Unsaturated Highly Expansive Clays
R.S. Sharma.
1998. PhD Thesis, University of Oxford, Keble College. Go


 

 

Parameter Estimation Analysis of the Evaporation Method for Determining Soil Hydraulic Properties
Jiri Simunek, Martinus T. van Genuchten, Ole Wendroth.
1998. Soil Science Society of America Journal, Vol. 62.. Go


Effect of Compaction on the Unsaturated Shear Strength of a Compacted Till
M.D. Fredlund, D.E. Pufahl, S.K. Vanapalli.
1998. Proceedings of the 2nd International Conference on Unsaturated Soils, Beijing. International Academic Publishers.. Go


The Effect of Stress State on the Soil-Water Characteristics Behavior of a Compacted Sandy-Clay Till
M.D. Fredlund, D.E. Pufahl, S.K. Vanapalli.
1998. 51st Canadian Geotechnical Conference, Edmonton, pp. 87-94.. Go


The Meaning and Relevance of Residual State to Unsaturated Soils
M.D. Fredlund, W.S. Sillers, S.K. Vanapalli.
1998. 51st Canadian Geotechnical Conference, Edmonton, Alberta, Canada, October 4-7. Go


Estimation of Hydraulic Properties of an Unsaturated Soil using a Knowledge-Based System
M.D. Fredlund, G.W. Wilson.
1998. Second International Conference on Unsaturated Soils, UNSAT98, Beijing, China, August 27-30.. Go


Mechanical Behaviour of Unsaturated Highly Expansive Clays
R.S. Sharma.
1998. PhD Thesis, Keble College, University of Oxford. Go


Assessment of on-sample Instrumentation for Repeated Load Triaxial Tests
A.R. Dawson, S.D. Gillett.
1998. 77th Annual Meeting of the Transportation Research Board, Washington D.C. Specialist Session on Local and Small Strain Measurement in Laboratory Determination of Soil and Rock Stiffness.. Go


 

 

Appraisal of Stckiness of Natural Clays from Laboratory Tests
W. Broere, A. Kooistra, D.J.M. Ngan-Tillard, A.F. van Tol, P.N.W. Verhoef.
1998. Engineering Geology and Infrastructure, pages 101-113. Ingeokring.. Go


Unsaturated Seepage Modeling Made Easy
M.D. Fredlund.
1998. Geotechnical News. Bitech Publishers, Vancouver, B.C. Canada. . Go


NECER: Network of European Centrifuges for Environmental Geotechnic Research
H.G.B. Allersma, M.D. Bolton, S. Burkhart, H. Coumolos, W.H. Craig, D.M. Davis, G.M. Esposito, J. Garnier, G. Heibrock, C. Kechavarzi, D. Konig, R. Lynch, C.M. Merrifield, O. Oung, A. Rezzoug, S. Robson, R. R. Schrijver, K. Soga, S. Spiessl, R. N. Taylor, L. Thorel, A. Treadaway, J. T. Van der Poel, F. A. Weststrate.
1998. Centrifuge, Tokyo. Go


Earth Manual 3rd Edition
1998. U.S. Department of the Interior Bureau of reclamation, Denver. . Go


Secondary Compression of Peats With or Without Surcharging
G. Mesri, M. Ajlouni.
1997. Journal of Geotechnical Engineering, ASCE, Vol. 123, No. 5, May, 1997, pp. 411-421.. Go


Limit stress for granular composites reinforced with continuous filament.
R.L. Michalowski.
1997. Journal of Engineering Mechanics, 123, No. 8, 852-859.. Go


Consolidation analysis of lumpy fills using a homogenization method
J. Wang, Y.K. Chow, C.F. Leung.
1997. Proceedings of the 9th International Conference of the Association for Computer Method and Advances in Geomechanics, Wuhan, China, pp. 1075-1080. Balkema, Rotterdam. Go


A critical assessment of two phase flow characterization of soil
R. Tse.
1997. MSc Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


Heat storage in soft clay Field tests with heating (70 oC) and freezing of the soil
A. Gabrielsson, M. Lehtmets, Lovisa Moritz, U. Bergdahl.
1997. Swedish Geotechnical Institute, Linkoping, Report No. 53. Go


A Bench-Scale Test Series for Seabed Soils
A.S. Faranski.
1997. Cambridge University Engineering Department Technical Report No. CUED/D-SOILS/TR304. Go


Reflections on Pile Dynamics
B.H. Fellenius.
1997. Keynote paper to the 5th International Conference on the Application of Stress-Wave Theory to Piles, Orlando, Florida, pp. 1-15, Edited by M.C. McVay, F. Townsend and M. Hussein. Go


Grain-Size Analysis by Buoyancy Method
J.P. Bardet, J. Young.
1997. Geotechnical Testing Journal, pp. 481-485. American Society for Testing and Materials. Go


Uncertainties associated with the visual-tactile method for quantifying the reactivity of expansive soil
M.B. Jaksa, D.A. Cameron, R.L. Cavagnaro.
1997. Australian Geomechanics, No. 31, pp. 84-91. Go


Interpretation of Undrained Shear Strength of Unsaturated Soils in Terms of Stress State Variables
M.D. Fredlund, S.K. Vanapalli.
1997. 3rd Brazilian Symposium on Unsaturated Soils, Sung-Wan Hong et al. Tacio de Campos & E.A. Vargas, Freitas Editora. . Go


Estimation of Hydraulic Properties of an Unsaturated Soil Using A Knowledge-Based System
M.D. Fredlund, G.W. Wilson.
1997. Proceedings of Characterization and Measurement of the Hydraulic Properties of Unsaturated Porous Media, Riverside, California.. Go


Indirect Procedures to Determine Unsaturated Soil Property Functions
M.D. Fredlund, G.W. Wilson.
1997. Proceedings of the 50th Canadian Geotechnical Conference Golden Jubilee Conference, Ottawa, Ontario, Canada.. Go


Estimation of Unsaturated Soil Properties Using A Knowledge-Based System
M.D. Fredlund, G.W. Wilson.
1997. ASCE 4th Congress on Computing in Civil Engineering, Philadelphia, Pennsylvania.. Go


Prediction of the Soil-Water Characteristic Curve from Grain-Size Distribution and Volume-Mass Properties
M.D. Fredlund, G.W. Wilson.
1997. 3rd Brazilian Symposium on Unsaturated Soils, Rio de Janeiro, Brazil. . Go


Investigations and load tests in silty soils. Results from a series of investigations in silty soils in Sweden
Rolf Larsson.
1997. Report 54: Swedish Council for Building Research (BFR), Swedish Geotechnical Institute. Linkoping.. Go


Constant Volume Ring Shear Apparatus
T.D. Stark, I.A. Conteras.
1996. Geotechnical Testing Journal, ASTM, Vol. 19, No. 1, March, 1996, pp. 3-11 . Go


Failure of fiber-reinforced granular soils.
R.L. Michalowski, A. Zhao.
1996. Journal of Geotechnical Engineering,122, No. 3, 226-234. Go


Failure of unidirectionally reinforced composites with a frictional matrix.
R.L. Michalowski, A. Zhao.
1996. Journal of Engineering Mechanics, 122, No. 11, 1086-1092.. Go


Geotechnical centrifuge modeling of the behavior of light nonaqueous phase liquids (LNAPLs) in sand samples under hydraulic flushing
S. Ratnam.
1996. MSc Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


Modelling of Groundwater Conditions in Silts and Fine Sands A study of induced groundwater changes based on laboratory and full-scale field tests
M. Tremblay.
1996. Swedish Geotechnical Institute, Linkoping, Report No. 50. Go


The Emergence of Unsaturated Soil Mechanics
D.G. Fredlund.
1996. The Fourth Spencer J. Buchanan Lecture. Texas A&M University, College Station, Texas. Go


Model for the Prediction of Shear Strength with respect to Soil Suction
A.W. Clifton, M.D. Fredlund, D.E. Pufahl, S.K. Vanapalli.
1996. Canadian Geotechnical Journal, 33, pp. 379-392, Canada.. Go


The Relationship Between the Soil-Water Characteristic Curve and the Unsaturated Shear Strength of a Compacted Glacial Till
M.D. Fredlund, D.E. Pufahl, S.K. Vanapalli.
1996. The American Society for Testing and Materials. . Go


The Fabric of a Clay Soil under controlled Mechanical and Hydraulic Stress States
M. Al-Mukhtar, N. Belanteur, D. Tessier, S.K. Vanapalli.
1996. Applied Clay Science 11 (1996) 99-115. Elsevier Science B.V.. Go


Design of a Knowledge-Based System For Unsaturated Soil Properties
M.D. Fredlund, W.S. Sillers, G.W. Wilson.
1996. 3rd Canadian Conference on Computing in Civil and Building Engineering, Montreal, Quebec. . Go


The Relationship of the Unsaturated Soil Shear Strength Function to the Soil-Water Characteristic Curve
S.L. Barbour, M.D. Fredlund, A. Xing.
1996. Canadian Geotechnical Journal, Vol. 32, pp. 40-448. Go


Design of a Knowledge-Based System for Unsaturated Soil Properties
M.D. Fredlund, W.S. Sillers, G.W. Wilson.
1996. 3rd Canadian Conference on Computing in Civil and Building Engineering, Montreal, Quebec. . Go


The Emergence of Unsaturated Soil Mechanics
M.D. Fredlund.
1996. The 4th Spencer J. Buchanan Lecture. Texas A&M University. College Station, Texas. Go


Recommendations for Repeated Load Triaxial Test Equipment and Procedure for Unbound Granular Materials
A.R. Dawson, P.J. Galjaard, J.L. Paute.
1996. Go


Closure to Drained Residual Strength of Cohesive Soils
T.D. Stark, H.T. Eid.
1995. Journal of Geotechnical Engineering, ASCE, September, 1995, pp. 670-673.. Go


Measurement of Drained Residual Strength of Overconsolidated Clays
T.D. Stark.
1995. Invited contribution to 1995 Transportation Research Record 1479 titled "Engineering Properties and Practice in Overconsolidated Clays," National Research Council, Washington, D.C., January, 1995, pp. 26-34. . Go


Continuum versus structural approach to stability of reinforced soil.
R.L. Michalowski, A. Zhao.
1995. Journal of Geotechnical Engineering, 121, No. 2, 152-162.. Go


Characterization of deep-marine clastic sediments from foreland basins
J.D. Schuppers.
1995. PhD Thesis, Delft university, Department of Civil Engineering and Geosciences. Go

بانک مقالات مکانیک خاک (3)

برای دانلود روی Go کلیک نمایید



Behavior of cohesive soils and their drained, undrained, and erosional strengths at ultra-low stresses
D.A. Zreik.
1995. PhD Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


Characterization of the physical and engineering properties of the Aberjona wetland sediment
J.L. Bialon.
1995. MSc Thesis, Massachusetts Institute of Technology, Department of Civil and Environmental Engineering. Go


Predicting the Shear Strength Function for Unsaturated Soils Using the Soil-Water Characteristic Curve
M.D. Fredlund, D.E. Pufahl, S.K. Vanapalli, A. Xing.
1995. Unsaturated Soils/Sols Non Satures, Alonso & Delage (eds), Paris.. Go


Small Strain Measurement using modified LDTs
M.D. Bolton, G.R. Dasari, C.W.W.N. Ng.
1995. Technical Report No: CUED/D/- SOILS/TR275. Cambridge University Engineering Department.. Go


A Thermally controlled Test Chamber for Centrifuge and Laboratory Experiments
A.N. Schofield, C.C. Smith, K.J.L. Stone.
1995. echnical Report No: CUED/D- SOILS/TR296. Cambridge University Engineering Department. . Go


Measurement of Small Strains using Semiconductors in Centrifuge Tests
C.W.W.N. Ng.
1995. Technical Report No: CUED/D-SOILS/TR282. Cambridge University Engineering Department.. Go


Geotechnical Properties of Clay at Elevated Temperatures
Lovisa Moritz.
1995. Report 47: Swedish Geotechnical Institute (SGI). Linkoping.. Go


The Role of Soil Mechanics in Environmental Geotechnics
Dr. James K. Mitchell.
1995. The Third Spencer J. Buchanan Lecture. Texas A&M University College Station, Texas.. Go


Ca/Cc Concept Applied to Compression of Peat.
G. Mesri, T.D. Stark, C.S. Chen.
1994. Discussion by Fox, P.J., Edil, T.B., and Lan, L.T., Journal of Geotechnical Engrg. ASCE, Vol. 120, No. 4, April, 1994, pp. 764-767. . Go


Hyperbolic Stress-Strain Parameters for Silts.
T.D. Stark, Robert M. Ebeling, J.J. Vettel.
1994. Journal of Geotechnical Engineering, ASCE, Vol. 120, No. 2, February, 1994, pp. 420-441.. Go


Behavior of Young Bay Mud from the Marina District of San Francisco Under Static and Cyclic Simple Shear.
N. Sitar, R. Salgado.
1994. Loma Prieta Professional Paper 1551- A, U.S. Geological Survey, A145-A153.. Go


Vertical compression of soils
E.J. den Haan.
1994. PhD Thesis, Delft university, Department of Civil Engineering and Geosciences. Go


Centrifuge modelling of inertial loading and pore pressure effects beneath sand slopes
N.K. Pilgrim.
1994. Cambridge University Engineering Department Technical Report No. CUED/D-Soils/TR281. Go


Predicting the Permeability Function for unsaturated Soils using the Soil-Water Characteristic Curve
M.D. Fredlund, S. Huang, A. Xing.
1994. Canadian Geotechnical Journal, Vol. 31, pp. 533-546. . Go


Equations for the Soil-Water Characteristic Curve
M.D. Fredlund, A. Xing.
1994. Canadian Geotechnical Journal, Vol. 31, pp. 521-532.. Go


Evolution of Safety Factors & Geotechnical Limit State Design
Dr. G. Geoffrey Meyerhof.
1994. The 2nd Spencer J. Buchanan Lecture. Texas A&M University, College Station. Go


Modified Bromhead Ring Shear Apparatus.
T.D. Stark, H.T. Eid.
1993. Geotechnical Testing Journal, ASTM, Vol. 16, No. 1, March, 1993, pp. 100-107.. Go


A constitutive model of saturated soils for frost heave simulations.
R.L. Michalowski.
1993. Cold Regions Science and Technology, 22, No. 1, 47-64.. Go


Comparison and Performance of Repeated Load Triaxial Test Equipment for Unbound Granular Materials
A.R. Dawson, P.J. Galjaard, J.L. Paute.
1993. Proceedings of Euroflex, LNEC, Lisbon, Portugal, pp 1-26. . Go


Review of Miniature Soil Probes for Model Tests
M.D. Bolton, M.W. Gui, R. Phillips.
1993. 11th Southeast Asian Geotechnical Conference, Singapore.. Go


The coming of Age of Soil Mechanics: 1920 - 1970
Dr. Ralph B. Peck.
1993. The 1st Spencer J. Buchanan Lecture. Texas A&M University, College Station.. Go


Interpretation of Dilation as a Kinematic Constraint
G.T. Houlsby.
1992. Proceedings of the Workshop on Modern Approaches to Plasticity, Horton, Greece, June 12-16, pp. 19-38. Go


Normalised shear strength and compressibility characteristics of Adelaide expansive clay
W.S. Kaggwa, M.B. Jaksa.
1992. Proceedings of the 6th Australia New Zealand Conference on Geomechanics, Christchurch, pp. 330-335. Go


Degree of Saturation of the Keswick Clay within the Adelaide City Area above the General Groundwater Table
M.B. Jaksa, W.S. Kaggwa.
1992. Proceedings 6th Australia New Zealand Conference on Geomechanics, Christchurch, pp. 336-341. Go


Finite Element Analysis of Partially Saturated Seepage Through Compacted Fills.
T.D. Stark, W.G. Bixby.
1991. abstract Go


Effective Stress Hyperbolic Stress-Strain Parameters for Clay.
T.D. Stark, J.J. Vettel.
1991. Geotechnical Testing Journal, ASTM, Vol. 14, No. 2, June, 1991, pp. 146-156. . Go


How the Dilatancy of Soils affects their Behaviour
G.T. Houlsby.
1991. Invited Theme Lecture, Proceedings of the Tenth European Conference on Soil Mechanics and Foundation Engineering, Florence, May 27-30, Vol. 4, pp. 1189-1202. Go


Dispersive Clays
1991. Soil Mechanics Note No.13, U.S. Department of Agriculture Soil Conservation Service, Engineering Division. Go


An experimental study of the time-dependent undrained shear behavior of resedimented clay using automated stress path triaxial equipment
T.C. Sheahan.
1991. PhD Thesis, Massachusetts Institute of Technology, Department of Civil and Environmental Engineering. Go


Determination of the undrained shear strength of very soft cohesive soils by a new fall cone apparatus
D.A. Zreik.
1991. MSc Thesis, Massachusetts Institute of Technology, Department of Civil and Environmental Engineering. Go


Paradoxes and Realities in Unsaturated Flow Theory
W.G. Gray, S.M. Hassanizadeh.
1991. Water Resources Research, Vol.27, No.8, pp.1847-1854, American Geophysical Union. Go


Unsaturated Flow Theory including Interfacial Phenomena
W.G. Gray, S. Majid Hassanizadeh.
1991. Water Resources Research , Vol.27, No.8, pp.1855-1863, American Geophysical Union. Go


Geology Note No.5: 210-VI. ENG - Soil sample size requirements for soil mechanics laboratory testing
1991. United States Department of Agriculture, Soil Conservation Service, Washington D.C . Go


Development of a Pore-Scale Model for Simulating two and three Phase Capillary Pressure - Saturation Relationships
W.E. Soll.
1991. PhD Thesis, Massachusetts Institute of Technology.. Go


Use of Linear and Nonlinear Shear Strength Versus Matric Suction Relations in Slope Stability Analyses
M.D. Fredlund, H. Rahardjo, S.K. Vanapalli.
1991. International Symposium on Landslides, Christchurch, New Zealand, Bell (ed.). Balkema Rotterdam. . Go


Strain localization and periodic fluctuations in granular flow processes from hoppers.
R.L. Michalowski.
1990. Geotechnique, 40, No. 3, 389-403.. Go


Elasto-Plastic Consolidation under Steady and Cyclic Loads
E.X. Song.
1990. PhD Thesis, Delft university, Department of Civil Engineering and Geosciences. Go


Anisotropy of resedimented Boston Blue Clay
T.H. Seah.
1990. PhD Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


Effect of drainage conditions on shear stregth of swollen expansive soils
G.N. Reddy, V. Saikrishna, N.B. Shanker.
1990. Indian Geotechnical Conference, Bombay, India, pp. 247-250. Go


Application of stochastic methods to transient flow and transport in heterogeneous unsaturated soils
D.J. Polmann.
1990. PhD Thesis, Massachusetts Institute of Technology. Department of Civil Engineering. Go


Application to Stochastic Methods to Transient Flow and Transport in Heterogeneus Unsaturated Soils
D.J. Polamnn.
1990. PhD Thesis, Massachusetts Institute of Technology.. Go


Engineering and Design Settlement Analysis.
1990. Engineer Manual. (EM 1110-1904). Available by the US Army Corps of Engineers, Washington.. Go


Laboratory Studies on Shear Strength of Expansive Clays
N.B. Shanker, V.S. Krishna.
1989. Indian Geotechnical Conference (IGC-89) Vishakapatnam, India, Vol. 1, pp. 155-158.. Go


Improved Numerical Methods for Modeling Flow and Transport Processes in Partially Saturated Porous Media
E.T. Bouloutas.
1989. PhD Thesis, Massachusetts Institute of Technology.. Go


Waves in Partially Saturated Porous Media
1989. Proceedings of the SIAM Conference on Mathematical and Computational Issues in Geophysical Fluid and Solid Mechanics, Houston, Texas (SIAM, Philadelphia, 1992), pp. 1-25.. Go


An experimental and theoretical comparison between static and dynamic torsional soil tests
M.D. Bolton, J. M. R. Wilson.
1989. Geotechnique 39, No.4, 585-599.. Go Go


Prediction of deformation of Hostun and Reid Bedford sands with a simple bounding surface plasticity model
J.P. Bardet.
1988. Constitutfve Equations for Granular Non-Cohesive Soils, Balkema, Rotterdam, pp. 131-147. Go


Three-dimensional flow in random porous media
R. Ababou.
1988. PhD Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


The acoustic properties of gassy soil
T.N. Gardner.
1988. PhD Thesis, University of Oxford, St. Catherine's College. Go


A Numerical Investigation of Unsaturated Flow
Rebecca Lynne Zarba.
1988. Msc Thesis, Massachusetts Institute of Technology. Department of Civil Engineering.. Go


Scale effects arising from particle size
M.D. Bolton, C.K. Lau.
1988. Centriguge 88, Corte (ed.), Balkema, Rotterdam.. Go


Flow of granular media through a plane parallel/converging bunker.
R.L. Michalowski.
1987. Chemical Engineering Science, 42, No. 11, 2587 2596.. Go


Undrained strength anisotropy of an overconsolidated thixotropic clay
D.A. O'Neill.
1987. MSc Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


The Consolidation Behaviour of Gassy Soil
S.D. Thomas.
1987. PhD Thesis, University of Oxford, Jesus College. Go


Soil Mechanics Note No.12: ENG-Portable Pinhole Test Apparatus
1987. U.S. Department of Agriculture, Soil Conservation Service, Engineering Division, Soil Mechanics Unit. Washington D.C. . Go


An approximate solution to a problem of pseudo-steady flow of strain-hardening material.
R.L. Michalowski.
1986. International Journal of Mechanical Sciences, 28, No. 4, 195 200.. Go


Derivation of basic equations of mass transport in porous media; Part 2. Generalized Darcy's and Fick's law
S. Majid Hassanizadeh.
1986. Advances in Water Resources, Vol.9, Computational Mechanics Publications, pp. 207-222. Go


Modelling of sand behaviour with bounding surface plasticity
J.P. Bardet.
1986. 2nd International Symposium on Numerical Models in Geomechanics I Ghent, pp. 79-90. Go


Basic Soil Testing
J.P. Bardet, G. Gunawan.
1986. Microsoftware for Engineers, Vol. 2, No. 4, pp. 255 -260. Computational Mechanics Publications. Go


The strength deformation properties of Smith Bay arctic silts
G.A. Young.
1986. MSc Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


The stress-strain behaviour of soils containing gas bubbles
S.J. Wheeler.
1986. PhD Thesis, University of Oxford, Balliol College. Go


Consolidation of soft soils
Rolf Larsson.
1986. Report 29: Swedish Geotechnical Institute (SGI). Linkoping.. Go


Laboratory Soils Testing
1986. Engineering Manual (EM 1110-2-1906). Engineering and Design. Department of the Army. US Army Corps of Engineers, Washington D.C.. Go


The Strength and dilatancy of sands
M.D. Bolton.
1986. Geotechnique 36, No. 1, 65-78.. Go Go


Maximum likelihood estimation of spatially correlated soil properties
D.J. DeGroot.
1985. MSc Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


Determining Soil Hydraulic Properties from One-step Outflow experiments by Parameter Estimation: I. Theory and Numerical Studies
J.C. Parker, Martinus T. van Genuchten.
1985. Soil Science Society of America Journal, 49, pp. 1348-1354. Go


Determining Soil Hydraulic Properties from One-step Outflow Experiments by Parameter Estimation: I. Theory and Numerical Studies
J.B. Kool, J.C. Parker, Martinus T. van Genuchten.
1985. Soil Science Society of America Journal, Vol. 49.. Go


Determining Soil Hydraulic Properties from One-step Outflow Experiments by Parameter Estimation: II. Experimental Studies
J.B. Kool, J.C. Parker, Martinus T. van Genuchten.
1985. Soil Science Society of America Journal, Vol. 49.. Go


Flow of granular material through a plane hopper.
R.L. Michalowski.
1984. Powder Technology, 39, No. 1, 29 40.. Go


Density variation in pseudo-steady plastic flow of granular media.
A. Drescher, R.L. Michalowski.
1984. Geotechnique, 34, No. 1, 1-10.. Go


Soil Mechanics Note No.9: Permeability of selected clean sands and gravels
1984. U.S. Department of Agriculture, Soil Conservation Service, Engineering Division, Soil Mechanics Unit. Washington D.C. . Go


Soil Mechanics Note No.8: ENG-Soil Mechanics Testing standards
1984. U.S. Department of Agriculture, Soil Conservation Service, Engineering Division, Soil Mechanics Unit. Washington D.C. . Go


Continuous Failure State Direct Shear Tests
A. Tisa.
1984. Swiss Federal Institute of Technology, Zurich, Switzerland. Rock Mechanics and Rock Engineering 17, 83-95. Springer-Verlag. . Go


Approximate theory of loads in plane asymmetrical converging hoppers.
R.L. Michalowski.
1983. Powder Technology, 36, No. 1, 5-11.. Go


On the solution of plane flow of granular media for jump non-homogeneity.
R.L. Michalowski.
1983. Short Communication. International Journal for Numerical and Analytical Methods in Geomechanics, 7, No. 4, 485-492.. Go


Statistical estimation of soil properties : an application
D.R. Spikula.
1983. MSc Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


The composition and rheology of the Florida phosphatic waste clay slurries : geotechnical implications
B.E. Novich.
1983. MSc Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


Applications of Soil Mechanics Theory to the Processing of Ceramics
G.T. Houlsby, C.P. Wroth.
1983. Proceedings of the International Conference on Ultrastructure Processing of Ceramics, Glasses and Composites, University of Florida, Gainsville, February, Chapter 35, pp. 448-463. Go


Effect of gas bubbles on the sea bed behaviour
S. Nageswaran.
1983. PhD Thesis, University of Oxford, St. Catherine's College. Go


Fitting attempts and predictions
J.P. Bardet, Ronald F. Scott, S.A. Tan.
1982. Results of the International Workshop on Constitutive Relations for Soils /Grenoble /68, pp. 347-354. Go


Predictions of the results of laboratory tests on a clay using a critical state model
G.T. Houlsby, D. Wood, C.P. Wroth.
1982. Results of the International Workshop on Constitutive Relations for Soils, Grenoble. Go


Theoretical analysis of the fall cone test
G.T. Houlsby.
1982. Geotechnique 32, No. 2, 111-118.. Go


Determination of undrained strengths by cone penetration tests
G.T. Houlsby, C.P. Wroth.
1982. Proceedings of the 2nd European Symposium on Penetration Testing. Amsterdam.. Go


The creep of frozen sands : qualitative and quantitative models
J.M.-M. Ting.
1981. PhD Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


The Shear Strength of a Soil at the Liquid Limit
G.T. Houlsby.
1981. Discussion, Proceedings of the 10th International Conference on Soil Mechanics & Foundation Engineering, Stockholm, June 15-19, Vol. 4, pp. 679-680. Go


Associated and non-associated sliding rules in contact friction problems.
R.L. Michalowski, Z. Mroz.
1978. Arch. Mech. Stos. (Archives of Mechanics), 30, No. 3, 259-276.. Go


Stress-strain-strength anisotropy of varved clays
S. Sambhandharaksa.
1977. PhD Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


Basic behaviour of Scandinavian soft clays
R. Larsson.
1977. Swedish Geotechnical Institute, Lnkoping, Report 4. Go


Basic bahaviour of Scandinavian soft clays
Rolf Larsson.
1977. Report 4: Swedish Geotechnical Institute (SGI). Linkoping. . Go


Geotechnical properties of Florida phosphatic clays
J.R. Roma.
1976. MSc Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


Dispersive Mixing in a Partially Saturated Porous Medium.
J.L. Wilson III.
1974. PhD Thesis, Massachusetts Institute of Technology. . Go


Undrained creep of a soft foundation clay
L. Edgers.
1973. PhD Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


Ground Displacements in Centrifugal Models
M.D. Bolton, R.J. English, C.C. Hird, A.N. Schofield.
1973. Proceedings of the 8th International Conference on Soil Mechanics and Foundation Engineering, Moscow.. Go


Calibration of Laboratory Soils Testing Equipment
1970. Engineer Manual (EM 1110-2-1909). Engineering and Design. Department of the Army. US Army Corps of Engineers, Washington D.C . Go


Lunar soil mechanics: distribution of contact stress beneath a rigid plate resting on sand
W.D. Carrier.
1969. PhD Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


The oedometer
S. Heiberg.
1969. MSc Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


Soil Mechanics Note No.2: Lightweight Piston Sampler for Soft Soils and Loose Sands
1969. U.S. Department of Agriculture, Soil Conservation Service, Engineering Division, Soil Mechanics Unit. Washington D.C . Go


Critical State Soil Mechanics.
A.N. Schofield, C.P. Wroth.
1968. University of Cambridge. Go


Effective stress-strength behavior of cemented soils
A.E.Z Wissa.
1965. PhD Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


Laboratory compaction of a silty clay to simulate field density curves
H.M. Coyle, E.C. West.
1956. MSc Thesis, Massachusetts Institute of Technology, Department of Civil and Environmental Engineering. Go


Elementary Soil Mechanics
Michael Kavvadas.
National Technical University of Athens, Department of Civil Engineering, and available in .pdf format in Greek language only. . Go

بانک مقالات مکانیک خاک (4)

برای دانلود روی GO کلیک نمایید



Post-liquefaction state of sand, stress corrosion cracking, and relaxation of deviatoric stress in previously liquefied sand bed.

R.L. Michalowski, S.S. Nadukuru.
2011. Proceedings 5th Int. Conference on Earthquake Geotechnical Engineering (5ICEGE). Santiago, Chile, Jan. 10-13, 2011.. Go


Effect of porosity on the thermal expansion coefficient: A discussion on the paper ‘Effects of mineral admixtures on the thermal expansion properties of hardened cement paste’ by Z.H. Shui, R. Zhang, W. Chen, D. Xuan, Constr. Build. Mater. 24(9) (2010) 17
Siavash Ghabezloo.
2010. Construction and Building Materials, 24(9), 1796-1798. Go


Case Study of Undrained Strength Stability Analysis for Dredged Material Placement Areas
T.D. Stark, H. Choi, C.J. Lee.
2009. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, Vol. 135, No. 3, May/June, 2009, pp. 91-99. Go


Limit analysis with anisotropic fiber-reinforced soil.
R.L. Michalowski.
2008. Géotechnique, 58, No. 6, 489-501.. Go


Evaluation of the Performance of Soil Liners using the Mechanics of Saturated and Unsaturated soils
A.J. Mateo R..
2008. MSc Thesis, Department of Civil Engineering, University of Ottawa, Canada. Go


Mechanical Behaviour of Unsaturated Aggregated Soils
A. Koliji.
2008. PhD Thesis, Ecole Polytechnique Federale De Lausanne. Go


Advanced Testing and Characterization of Transportation Soils and Bituminous Sands
J.K. Anochie-Boateng.
2007. PhD Thesis, University of Illinois at Urbana-Champaign. Go


Influence of late cementation on the behaviour of reservoir sands
A.G. Alvarado.
2007. PhD Thesis, Imperial College London. Go


Modeling the relation between suction, effective stress and shear strength in partially saturated granular media
N.K. Toker.
2007. PhD Thesis, Massachusetts Institute of Technology, Department of Civil and Environmental Engineering. Go


Frost heave modelling using porosity rate function.
R.L. Michalowski, M. Zhu.
2006. Int. J. Num. Analyt. Meth. Geomech., 30, No. 8, 703-722.. Go


Modelling of freezing in frost-susceptible soils.
R.L. Michalowski, M. Zhu.
2006. Comp. Assist. Mech. Eng. Sci.,13, No. 4, 613-625.. Go


Characterization of Microstructure and Internal Displacement Field of Sand Using X-ray Computed Tomography
M.R. Razavi.
2006. PhD. Thesis, Washington State University, Department of Civil and Environemntal Engineering. Go


An investigation of the anisotropic stress-strain-strength characteristics of an Eocene clay
N.A. Minh.
2006. Department of Civil and Environmental Engineering, Imperial College, London. Go


On the Mechanical Energy and Effective Stress in Saturated and Unsaturated Porous Continua
R.I. Borja.
2006. International Journal of Solids and Structures 43, pp. 1764-1786, Elsevier Ltd. Go


On the Mechanical Energy and Effective Stress in Saturated and Unsaturated Porous Continua
R.I. Borja.
2006. nternational Journal of Solids and Structures 43 (2006) 1764-1786, Elsevier Ltd.. Go


Compaction- and strength properties of stabilised and unstabilised fine-grained tills
Per Lindh.
2006. Report No.66. Swedish Geotechnical Institute. Linkoping.. Go


Soils and Foundations Reference Manual: Document Info.
Edward A. Nowatzki, N.C. Samtani.
2006. National Highway Institute (NHI) U.S. Department of Transportation, Federal Highway Administration (FHWA) . Go


Shrinkage of Clays
A.B. Cerato, A.J. Lutenegger.
2006. Proceedings of the 4th International Conference on Unsaturated Soils, Phoenix.. Go


The influence of load and suction changes on the volumetric behaviour of compacted London Clay
Rafael Monroy.
2006. PhD Thesis. University of London. Go


Long-Term Behavior of Water Content and Density in an Earthen Liner
T. Frank, I.G. Krapac, T.D. Stark, G.D. Strack.
2005. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 131, No. 6, June, 2005, pp. 800-803. Go


Arching in granular soils.
R.L. Michalowski, N. Park.
2005. Geomechanics: Testing, Modeling and Simulation. Proc. 1st Japan-U.S. Workshop on Testing, Modeling and Simulation, Boston, 2003. ASCE Geotechnical Special Publication No. 143, 255-268.. Go


Coefficient of earth pressure at rest.
R.L. Michalowski.
2005. Journal of Geotechnical and Geoenvironmental Engineering, 131, No. 2, 1429-1433. . Go


Study on one-dimensional consolidation of soil under cyclic loading and with varied compressibility
Ying-chun Zhuang, Kang-he Xie.
2005. Journal of Zhejiang University Science, 6A(2):141-147. Go


The influence of anisotropy on the consolidation behaviour of peat
C. Zwanenburg.
2005. PhD Thesis, Delft university, Department of Civil Engineering and Geosciences. Go


Cracking in clay – data report on cracking of clay beams by 4-point beam tests
N.I. Thusyanthan, M.D. Bolton, S.P.G. Madabhushi, A.W. Take.
2005. CUED/D-SOILS/TR340. Cambridge University Engineering Department Technical Report. Go


Laboratory study on anisotropy of natural London Clay
Satoshi Nishimura.
2005. PhD Thesis, Imperial College London. Go


Advanced Laboratory Characterisation of London Clay
A. Gasparre.
2005. PhD Thesis, Imperial College London. Go


Collapse behaviour of a compacted silty clay
A. Jotisankasa.
2005. PhD Thesis, Imperial College London. Go


The Influence of Load and Suction Changes on the Volumetric Behaviour of Compacted London Clay
E.I. Rafel Monroy.
2005. PhD Thesis, University of London, Imperial College London. Go


Collapse Behaviour of a Compacted Silty Clay
A. Jotisankasa.
2005. PhD Thesis, University of London, Department of Civil and Environmental Engineering, Imperial College London. Go


Activity, Relative Activity and Specific Surface Area of Fine-Grained Soils
A.B. Cerato, A.J. Lutenegger.
2005. Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering (ICSMGE). Osaka, Japan, Sept. 12-16th. Vol. 2, pp. 325-328.. Go


Corrections on the specimen volume change and axial force in the Wykeham Farrance WF11001/SN: 100257-9 triaxial cell
Ioannis-Orestis Georgopoulos, Ioannis Vardoulakis.
2005. Laboratory of Geomaterials. Go


Development, implementation and application of kinematic hardening models for overconsolidated clays
A. Grammatikopoulou.
2005. PhD Thesis. University of London. . Go


Collapse behaviour of a compacted silty clay
A. Jotisankasa.
2005. PhD Thesis. University of London. . Go


Advanced laboratory characterisation of London Clay
A. Gasparre.
2005. PhD Thesis. University of London.. Go


 

 

Engineering Behaviour of Thanet Sand
Kostas Ventouras.
2005. PhD Thesis. University of London. Go


Laboratory study on anisotropy of natural London Clay
Satoshi Nishimura.
2005. PhD Thesis. University of London. Go


Soil Mechanics (STGT B 06104) Laboratory Testing Manual
J. Medzvieckas, D. Slizyte, V. Stragys.
2004. Vilnius Gediminas Technical University, Geotechnical Department. . Go


Experimental Study of Consolidation Properties of Unsaturated Soils using Draining
K.Y. Ke, Y.C. Tan, C.H. Chen, K.S. Chim, T.C.J. Yeh.
2004. Hydrological Processes, Vol. 18, pp. 2565-2578. Wiley InterScience, John Wiley & Sons Ltd. Go


Experimental Study of Consolidation Properties of Unsaturated Soils during Draining
C.H. Chen, K.S. Chim, K.Y. Ke, Y.C. Tan, T.C.J. Yeh.
2004. Hydrological Processes 18, 2565-2578 (2004). Wiley InterScience.. Go


Limit loads on reinforced foundation soils.
2004. Journal of Geotechnical and Geoenvironmental Engineering, 130, No. 4, 381-390.. Go


 

Admissible stress fields and arching in piles of sand.
R.L. Michalowski, N. Park.
2004. Géotechnique, 54, No. 8, 529-538.. Go


 

Evolution of natural slopes subject to weathering: An analytical and numerical study
S. Utili.
2004. PhD. Thesis, Politecnico di Milano, Structural Engineering Department. Go


 

Localization in Dutch dune sand and organic clay. New insight into localization mechanisms
X. Cheng.
2004. PhD Thesis, Delft university, Department of Civil Engineering and Geosciences. Go


 

Electric characterization of sands with heterogenous saturation distribution
A.G. Gorriti.
2004. PhD Thesis, Delft university, Department of Civil Engineering and Geosciences. Go


 

From nanohardness to strength properties of cohesive-frictional materials : application to shale materials
F.P. Ganneau.
2004. MSc Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


 

Geotechnical characterization of sediments from Hydrate Ridge, Cascadia Continental Margin
B.B. Tan.
2004. MSc Thesis, Massachusetts Institute of Technology, Department of Civil Engineering. Go


 

Stress densification and its evaluation
Sung-Sik Park, Peter M. Byrne.
2004. Canadian Geotechnical Journal, Vol. 41, pp. 181–186, NRC Canada. Go


 

The Influence of Stress Densification and Centrifuge Model Preparation Method for Soil Liquefaction
Sung-Sik Park, Peter M. Byrne, Michael K. Sharp.
2004. 57th Canadian Geotechnical Conference and 5th Joint CGS/IAH-CNC Conference. Session 2E, Page 20-27. Go


 

Vadose zone influences on aquifer parameter estimates of saturated-zone hydraulic theory
J. Szilagyi.
2004. Journal of Hydrology 286 (2004) 78–86, Elsevier B.V. Go


Generalised Geotechnical Engineering Design Properties of the Keswick and Hindmarsh Clays
M.B. Jaksa, W.S. Kaggwa.
2004. Proceedings of the 7th Australia New Zealand Conference on Geomechanics, Adelaide, pp. 897-902. Go


Suction induced shear strength of gold mine tailings
D. Westraad.
2004. MSc Thesis, University of Pretoria, Faculty of Engineering. Go


Estimating the water retention curve from soil properties: comparison of linear, nonlinear and concomitant variable methods
Kalman Rajkai, Sandor Kabos, Martinus T. van Genuchten.
2004. Soil & tTillage Research 79 (2004) 145-152. Elsevier B.V. Go


Compaction- and stregth properties of stabilised and unstabilised fine-grained tills
Per Lindh.
2004. Report 66. Swedish Geotechnical Institute (SGI). Linkoping. Go


Quick Clay in Sweden
Y. Andersson-Skold, T. Dahlin, C. Hulten, R. Larsson, V. Leroux, K. Rankka.
2004. Report No.65. SGI - Swedish Geotechnical Institute. Linkoping. Go


Thermal conductivity of soils - comparison of experimental results and estimation methods
Usowicz Boguslaw, Usowics Lukasz.
2004. Eurosoil 2004 Congress, Freiburg, Germany. . Go


Estimating the water retention curve from soil properties:comparison of linear, nonlinear and concomitant variable methods
Sandor Kabos, Kalman Rajkai, Martinus T. van Genuchten.
2004. Soil & Tillage Research 79 (2004) 145?152. Elsevier B.V.. Go


Experimental study of thermal effects on the mechanical behaviour of a clay
Cane Cekerevac, Lyesse Laloui.
2004. nternational Journal for Numerical and Analytical Methods in Geomechanics, 28:209?228 (DOI: 10.1002/nag.332). John Wiley & Sons, Ltd.. Go


Determining the Intrinsic Compressibility of Fine-Graines Soils
A.B. Cerato, A.J. Lutenegger.
2004. ASCE Journal of Geotechnical and Geoenvironmental Engineering. Vol. 130, No. 8, pp. 872-877.. Go


The Relationship between Void Ratio and Shear Wave Velocity of Gold Tailings
Hsin-Pei Nicol Chang.
2004. Msc Thesis, Faculty of Engineering, Build Environment and Information Technology, University of Pretoria. . Go


Displacement measurement with laser scanning in triaxial testing apparatuses
Ernst Bleiker, Sophie Messerklinger, S.M. Springman, Adrian Zweidler.
2004. Institute for Geotechnical Engineering, Swiss Federal Institute of Technology Zurich.. Go


Development of a sand compaction pile installation tool for the geotechnical drum centriguge
T. Weber.
2004. Institute for Geotechnical Engineering, Swiss Federal Institute of Technology Zurich. XVI European Young Geotechnical Engineers Conference, Vienna, Austria. . Go


A Computer controlled Triaxial Swelling Test Apparatus
M. Erdinc Bilir, Yadigar V. Muftuoglu, Dursun Sari.
2004. Turkish Journal, Engineering Environmental Science No.28, 269-280, Tubitak.. Go


A new simple Shear Apparatus for Testing unsaturated Soils
A. Ghahramani, G. Habibagahi, A. Rahnenma.
2003. Iranian Journal of Science and Technology, Transaction B, Vol.27, No. B1. Shiraz University. Iran.. Go


Triaxial compression of sand reinforced with fibers.
R.L. Michalowski, J. Čermák.
2003. Journal of Geotechnical and Geoenvironmental Engineering, 129, No. 2, 125-136.. Go


Mineralogical Study of Davis Mine, Rowe, Massachusetts, Using X-Ray Diffraction Techniques
A.B. Cerato.
2003. MSc Thesis, Department of Geosciences, University of Massachusetts, Amherst. Go


Some Physical and Chemical Properties of Some Piedmont Residual Soils
A.J. Lutenegger, N. Harrington.
2003. Proceedings of the 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering and the 39th U.S. Rock Mechanics Symposium, Vol. 1, pp 775-782. Go


Solid–liquid–air coupling in multiphase porous media
Lyesse Laloui, Georg Klubertanz, Laurent Vulliet.
2003. International Journal for Numerical and Analytical Methods in Geomechanics, 27:183–206. John Willey & Sons Ltd.. Go


Scaling of Seepage Flow Velocity in Centrifuge Models
N.I. Thusyanthan, S.P.G. Madabhushi.
2003. Cambridge University Engineering Department Technical Report CUED/D-SOILS/TR326. Go


Recommended Practice for Soft Ground Site Characterization: Arthur Casagrande Lecture
C.C. Ladd, D.J. DeGroot.
2003. 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering, Massachusetts Institute of Technology, Cambridge, MA, USA. Go


Spectroscopy and swelling soils: an integrated approach
P.C Kariuki.
2003. PhD Thesis, Delft university, Department of Civil Engineering and Geosciences. Go


The Failure of Teton Dam - A New Theory Based on State Based Soil Mechanics
N. Sasiharan.
2003. MSc Thesis, Washington State University, Department of Civil and Environmental Engineering. Go


Assessment of unsaturated soil properties for seepage modeling through tailings and mine wastes
M.D. Fredlund, D.G. Fredlund, William N. Houston, Sandra L. Houston.
2003. Tailings and Mine Waste '03. Swtes & Zeitlinger, Lisse. Go


Comparison of different procedures to predict unsaturated soil shear strength
S.K. Vanapalli, D.G. Fredlund.
2003. Geo-Denver 2000, American Society of Civil Engineers, Special Publication, No. 99, pp. 195-209. Go


Suction and volume changes of compacted sand-bentonite mixtures
J. Colmenares Montanez.
2003. PhD Thesis, Imperial College London. Go

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http://www.mediafire.com/file/3c8cdqlr65uibym/Geotechnique4_www.civilea.com.part1.rar
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http://www.mediafire.com/file/b53cg1xoel1a2gg/Geotechnique4_www.civilea.com.part3.rar
http://www.mediafire.com/file/626c7n4267f7jeb/Geotechnique4_www.civilea.com.part4.rar
http://www.mediafire.com/file/smnxd83zdhfrjl6/Geotechnique4_www.civilea.com.part5.rar


Geotechnique Papers (2001-2006


http://rapidshare.com/files/427040004/Geotechnique_papers__2001-2006_.rar
http://www.4shared.com/file/wxHct73U/Geotechnique_papers__2001-2006.html
http://ifile.it/uewif5c/Geotechnique_papers_%282001-2006%29.rar
http://www.fileserve.com/file/e8yNWjk


Geotechnique Journal Articles 2006-2010


http://ifile.it/yepu4wx
http://www.mediafire.com/?sl6tp3xx3uaxk7p

 


مقالات چهارمین کنگره ملی عمران - تهران

 پارت 1پارت 2 –  پارت 3 –  پارت 4 –  پارت 5 - پارت 6 –  پارت 7 –  پارت 8 –  پارت 9   پارت 10  -  پارت 11 –  پارت 12 –  پارت 13 –  پارت 14 –  پارت 15پارت 16 –  پارت 17پارت 18 –  پارت 19 –  پارت 20 - پارت 21 پارت 22 پارت 23 پارت 24 –  پارت 25 پارت 26 –  پارت 27 –  پارت 28 –  پارت 29 –  پارت 30 پارت


مقالات هشتمین کنگره بین المللی عمران – شیراز

پارت 1- پارت2 - پارت 3 - پارت 4 - پارت 5 - پارت 6   پارت 7 - پارت 8 -پارت 9 - پارت 10 - پارت 11  پارت 12 - پارت 13 - پارت 14 - پارت 15 - پارت 16  پارت 17 - پارت 18 -پارت 19 - پارت 20  پارت 21 -پارت 22 - پارت 23 - پارت 24 - پارت 25  پارت 26 -پارت 27 - پارت 28 - پارت 29 - پارت 30


 مقالات پنجمین کنگره ملی مهندسی عمران

دانلود مجموعه مقالات پنجمین کنگره ملی مهندسی عمران( قسمت اول )
دانلود مجموعه مقالات پنجمین کنگره ملی مهندسی عمران( قسمت دوم )


دانلود مقالات کنفرانس های بین المللی زلزله

Proceedings of the World Conference on Earthquake Engineering: 1WCEE,1956-14WCEE,2008

مقالات کنفرانس بین المللی زلزله از اولین کنفراتس تا آخرین کنفرانس برگزار شده در این قسمت قرار داده شده است که با کلیک کردن برروی لینک هر یک از کنفرانسها به موتور جستحوی آن وصل شده و می توانید بر اساس موضوع و یا نام نویسنده مقاله مورد نظر خود را بیابید. برای دوستان علاقمند به ژئوتکنیک لرزه ای، گنج بزرگی در مقالات زیر نهفته است.

An interesting web link for the PROCEEDINGS OF THE WORLD CONFERENCE ON EARTHQUAKE ENGINEERING, you can find all pdf files for all proceedings of the conferences from the 1WCEE (1956) @ California to the 14WCEE (2008) @ China

 
Proceedings of the 1st WCEE, Berkeley, California, 1956
Code:
http://www.iitk.ac.in/nicee/wcee/first_conf_California/

Proceedings of the 2nd WCEE, Japan, 1960
Code:
http://www.iitk.ac.in/nicee/wcee/second_conf_Japan/


Proceedings of the 3rd WCEE, New Zealand, 1965
Code:
http://www.iitk.ac.in/nicee/wcee/third_conf_NewZealand/

Proceedings of the 4th WCEE, Santiago, Chile, 1969
Code:
http://www.iitk.ac.in/nicee/wcee/fourth_conf_chile/

Proceedings of the 5th WCEE, Rome, Italy, 1974
Code:
http://www.iitk.ac.in/nicee/wcee/fifth_conf_Rome/

Proceedings of the 6th WCEE, New Delhi, India, 1977
Code:
http://www.iitk.ac.in/nicee/wcee/sixth_conf_India/

Proceedings of the 7th WCEE, Istanbul, Turkey, 1980
Code:
http://www.iitk.ac.in/nicee/wcee/seventh_conf_Turkey/

Proceedings of the 8th WCEE, San Francisco, California, 1984
Code:
http://www.iitk.ac.in/nicee/wcee/eighth_conf_California/

Proceedings of the 9th WCEE, Tokyo-Kyoto, Japan, 1988
Code:
http://www.iitk.ac.in/nicee/wcee/ninth_conf_Japan/

Proceedings of the 10th WCEE, Madrid, Spain, 1992
Code:
http://www.iitk.ac.in/nicee/wcee/tenth_conf_spain/

Proceedings of the 11th WCEE, Acapulco, Mexico, 23-28 JUNE 1996
Code:
http://www.iitk.ac.in/nicee/wcee/eleventh_conf_Mexico/

Proceedings of the 12th WCEE, Aukland, New Zealand, 2000
Code:
http://www.iitk.ac.in/nicee/wcee/twelfth_conf_NewZealand

Proceedings of the 13th WCEE, Vancouver, British Columbia, Canada, 2004
Code:
http://www.iitk.ac.in/nicee/wcee/thirteenth_conf_Canada/

Proceedings of the 14th WCEE, Beijing, China, 2008
Code:
http://www.iitk.ac.in/nicee/wcee/fourteenth_conf_china


کتاب زیر دارای مجموعه مقالات ژئوتکنیک با عنوان GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND می باشد

که شامل 870 صفحه است و توسط انتشارات Taylor & Francis در سال 2009 منتشر شده است.


لینک دانلود : 30 Mb


http://ifile.it/v5e90k


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مکانیک خاک پیشرفته ADVANCE SOIL MECHANIC

برای علاقمندان به سازه های دریایی و به خصوص ژئوتکنیک دریایی یک مثال عددی طراحی موج شکن بر اساس آیین نامه ارتش آمریکا به حجم ۵.۳۶ مگابایت را برای دانلود قرار داده ام

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در این قسمت کتابها و مقالات مفید در زمینه مکانیک خاک را با لینک مستقیم برای راحتی شما دوستان عزیز قرار داده ام:

مقاومت برشی خاکهای غیراشباع

مقاومت توده سنگ (کتاب لاتین)

مکانیک خاک - شناخت مشخصات و روشهای آنالیز

مکانیک خاکهای غیراشباع در مهندسی

چالش مهندسی ژئوتکنیک ساحلی

هندبوک زمین لغزش-راهنمایی برای فهم زمین لغزش

استفاده های مهندسی ژئوتکستایل

تحقیقات صحرایی (کتاب لاتین)

حل های الاستیک برای مکانیک خاک و سنگ

دستورالعمل آزمایش نفوذ استاندارد در مطالعات ژئوتکنیک

دستورالعمل آزمایش پرسیومتری در مطالعات ژئوتکنیک

راهنمای آزمایشهای صحرایی

زمین شناسی مهندسی (کتاب لاتین)

طراحی و ساخت ستونهای سنگی (کتاب لاتین)


کلیه استانداردها و دستورالعملهای آزمایشهای مکانیک خاک


دانلود کتاب حل مسائل در مکانیک خاک
 


آیین نامه ارزشمند Designer's Guide to EN 1997-1 Eurocode 7 ; Geotechnical Design را که منبع بسیار مفیدی برای مهندسین ژئوتکنیک است را از لینک زیر دانلود کنید:

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برای دانشجویان کارشناسی عمران و به خصوص دانشجویان ارشد ژئوتکنیک و داوطلبان آزمون دکتری کتب بسیار مفید زیر را برای دانلود قرار داده ام:

رمز فایل: www.khosrovani.blogfa.com

دانلود کتاب مکانیک پپیشرفته براجا ام داس Braja M Das

دانلود کتاب مکانیک خاک ATKINSON

دانلود کتاب مکانیک حالت های بحرانی CRITICAL STATE

دانلود کتاب Fundamentals of Soil Behavior


این هم جزوه مکانیک خاک دکتر کلانتری که به زبان فارسی است. جزوه خیلی خوبی هستش و امیدوارم که به دردتون بخوره:

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برای دسترسی به بانک مقالات مکانیک خاک به صورت طبقه بندی شده اینجا کلیک کنید

بانک مقالات مکانیک خاک

در این بخش مقالات بسیار مفید مکانیک خاک در چهار گروه General و Laboratory Testing و Unsaturated Soils و Problematic Soils طبقه بندی شده است و با لینک مستقیم برای دانلود شما عزیزان قرار داده شده است:

General

Soil Mechanics

Settlement Analysis

Bearing Capacity of Soils

Earth manual, Part 1

Evaluation of Soil and Rock Properties

Soil Mechanics

Soils and Foundations Handbook

The Role of Micro-Mechanics in Soil Mechanics

Critical State Soil Mechanics

The strength and dilatancy of sands

Micro mechanics of elastic soil

Cation exchange and adsorption on clays and clay minerals

The Coming of Age of Soil Mechanics: 1920-1970

Evolution of Safety Factors and Geotechnical Limit State Design

The Role of Soil Mechanics in Environmental Geotechnics

Behaviour of a Soil Paste Continuum

Re-appraisal of Terzaghis soil mechanics

Soil Behavior at the Microscale: Particle Forces

Shrinkage of Clays

Soils and Foundations Reference Manual

Plane-strain deformation analysis of soil


Laboratory Testing

Laboratory Soils Testing

Calibration of Laboratory Soils Testing Equipment

A new simple shear apparatus for unsaturated soils

Soil Sampling

Rapid Drying Soils with Microwave Ovens

Displacement measurement with laser scanning in triaxial testing apparatuses

Development of a sand compaction pile installation tool for the geotechnical drum centrifuge

Continuous failure state direct shear tests

Continuous loading oedometer testing on three Swiss lacustrine clays

Theoretical Analysis of the Fall Cone Test

Thermal conductivity of soils-comparison of experimental results and estimation methods

A Computer-Controlled Triaxial Swelling Test Apparatus

Ground displacements in centrifugal models

Scale effects arising from particle size

Review of miniature soil probes for model tests

NECER: Network of european centrifuges for environmental geotechnic research

Measuring soil deformation in geotechnical models using digital images and PIV analysis

Centrifuge modelling of upheaval buckling in sand

A new device for the measurement of negative pore water pressures in centrifuge models

Soil deformation measurement using Particle Image Velocimetry (PIV) and photogrammetry

Inaccuracies Associated with Estimating Random Measurement Errors

Experimental Evaluation of the Scale of Fluctuation of a Stiff Clay

Determination of Undrained Strengths by Cone Penetration Tests

Predictions of the Results of Laboratory Tests on a Clay Using a Critical State Model

Small strain measurement using modified LDTs

A thermally controlled test chamber for centrifuge and laboratory experiments

Measurement of small strains using semiconductors in centrifuge tests

GeoPIV: Particle Image Velocimetry (PIV) software for use in geotechnical testing

The measurement of particle size distribution using the Single Particle Optical Sizing (SPOS) method

Geotechnical properties of clay at elevated temperatures

Consolidation of soft soils

Basic behaviour of Scandinavian soft clays

Investigations and load tests in silty soils. Results from a series of investigations in silty soils in Sweden

Compressibility Relationships for Soils in Puerto Rico

Experimental study of the thermal effects on the mechanical behaviour of a clay

Laboratory testing of unsaturated soil with small-scale models and use of image processing techniques

Comparison and performance of repeated load triaxial test equipment for unbound granular material

Recommendations for repeated load triaxial test equipment and procedure for unbound granular materials

Assessment of on-sample instrumentation for repeated load triaxial tests

Determination of Surface Area of Fine-Grained Soils by the Ethylene Glycol Monoethyl Ether (EGME) Method

Surface Area and Engineering Properties of Fine-Grained Soils

Determining Intrinsic Compressibility of Fine-Grained Soils

Activity, Relative Activity and Specific Surface Area of Fine-Grained Soils

A laboratory study of normally consolidated kaolin clay

Corrections on the specimen volume change and axial force in the Wykeham Farrance triaxial cell

Appraisal of stickiness of natural clays from laboratory tests

 


Unsaturated Soils

Unsaturated Seepage Modeling Made Easy

Assesment of unsaturated soil properties for seepage modeling through tailings and mine wastes

Use of the grain-size distribution for the estimation of the soil-water characteristic curve

An Equation to Represent grain-size Distribution Reply

Seepage Modeling in a Saturated/Unsaturated Soil System

An Equation to Represent grain-size Distribution

Use of Grain-Size Functions in Unsaturated Soil Mechanics

Estimation of Volume Change Functions for Unsaturated Soils

Soil-Water Characteristic Curve Variability

Predicting the soil-water characteristics of mine soils

The Meaning And Relevance Of Residual State To Unsaturated Soils

Estimation of Hydraulic Properties of An Unsaturated Soil Using A Knowledge-Based System

Indirect Procedures to Determine Unsaturated Soil Property Functions

Estimation Of Unsaturated Soil Properties Using A Knowledge-Based System

Prediction of the Soil-Water Characteristic Curve from Grain-Size Distribution and Volume-Mass Properties

Design of a Knowledge-Based System For Unsaturated Soil Properties

The Relationship of the Unsaturated Soil Shear Strength Function to the Soil-Water Characteristic Curve

Design of a knowledge-based system for unsaturated soil properties

Equations for the soil-water characteristic curve

Tensiometer saturation and the reliable measurement of matric suction

The influence of load and suction changes on the volumetric behaviour of compacted London Clay

On the mechanical energy and effective stress in saturated and unsaturated porous continua

Influence of Large Gum Trees on the Soil Suction Profile in Expansive Soils

Degree of Saturation of the Keswick Clay Within the Adelaide City Area Above the General Groundwater Table

Coupling of thermo-hydro-mechanical processes for the simulation of partially saturated systems

The Emergence of Unsaturated Soil Mechanics

Exploring the Limits of Unsaturated Soil Mechanics: the Behavior of Coarse Granular Soil and Rockfill

Hysteresis of capillary cohesion in unsaturated soils

Modeling elasto-plastic behavior of unsaturated soil using a controlled suction cubical test cell

Finite element formulation and algorithms for unsaturated soils. Part I: Theory

Coupled electrokinetic-Biot theory and measurement techniques in sediment acoustics

Numerical modeling of unsaturated soils in a pressuremeter test

Modeling controlled-suction unsaturated soil response on deviatoric stress plane

Compaction and strength properties of stabilised and unstabilised fine-grained tills.

Estimating hysteresis in the soil water retention function from cone permeameter experiments

Flow in unsaturated fractured porous media

Waves in partially saturated porous media

Laboratory testing of unsaturated soil with small-scale models and use of image processing techniques

Comparison of empirical procedures to predict the shear strength of unsaturated soils uses the soil-water characteristic curve

Comparison of empirical procedures to predict the shear strength function for unsaturated soils

Unsaturated shear strength behavior of compacted soils in drained and undrained loading conditions

Interpretation of undrained shear strength of unsaturated soils in terms of stress state variables

Predicting the shear strength functions for unsaturated soils using the soil-water characteristic curve

Use of linear and nonlinear shear strength versus matric suction relations in slope stability analyses

Influence of volume change behavior on the prediction of the shear strength of unsaturated soils

Determination of unsaturated flow characteristics of nickel mine tailings

A simple technique for estimating the coefficient of permeability of unsaturated soils

A simple technique for determining the shear strength of unsaturated soils using the conventional direct shear apparatus

A simple experimental procedure for determining the fitting parameter, ? for predicting the shear strength of an unsaturated soil

Shear strength of two unsaturated silty soils over the suction range from 0 to 1,000,000 kPa

An alternative for the measurement of soil-water characteristic curves for fine-grained soils

Hydraulic conductivity reduction due to ponded hog manure

Interpretation of the shear strength of unsaturated soils in undrained loading conditions

The effect of stress state on the soil-water characteristic curve behavior of a compacted sandy-clay till

A rationale for an extended soil-water characteristic curve

Shear strength of unsaturated soils

Dielectric Measurements for Saturation Determination

Dynamic effects in the capillary pressure-saturation relationship and their impacts on unsaturated flow

Unsaturated flow theory including interfacial phenomena

Paradoxes and realities in unsaturated flow theory

Statistical modeling of the soil water characteristic curve for geotechnical data


Problematic Soils

Quick clay in Sweden

Mechanical Behaviour of Unsaturated Highly Expansive Clays

The Consolidation Behaviour of Gassy Soil

The Acoustic Properties of Gassy Soil

Stress-Strain Behaviour of Soils Containing Gas Bubbles

Effects of Gas Bubbles on the Sea-Bed Behaviour

Uncertainty Associated with the Visual-Tactile Method for Quantifying the Reactivity of Expansive Soils

Normalised Shear Strength and Compressibility Characteristics of Adelaide Expansive Clay

Effect Of Clay-Water Interactions On Swelling In Montmorillonite Clay

Consolidation of soft soils

Basic behaviour of Scandinavian soft clays

Laboratory studies on shear strength of expansive clays

Recommended Practice for Soft Ground Site Characterization: Arthur Casagrande Lecture

Spectroscopy and swelling soils: an integrated approach

The Failure of Teton Dam - A New Theory Based on State Based Soil Mechanics

 


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