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