مجموعه ای گران بها از مقالات و نوشته های دینامیک خاک و ژئوتکنیک لرزه ای که امیدوارم در آینده ای نزدیک بتوانم مطالبی جدیدتر در این شاخه به دوستان معرفی نمایم

Russell A. Green, Stephen F. Obermeier, Scott M. Olson, (2004). Engineering Geologic and
Geotechnical Analysis of Paleoseismic shaking using liquefaction effects: Part II Field examples. Report
No: UMCEE 04-08. University of Michigan, Department of Civil and Environmental Engineering.

G. Zhang, P.K. Robertson & R.W.I. Brachman (2002). Estimating Liquefaction-Induced ground
Settlements from CPT for level ground. Canadian GJ. NRC Canada. Available by Prof. P. Robertson's
website.

Durrani, A. J., A. S. Elnashai, Y. M. A. Hashash, S.-J. Kim and A. Masud, 2005.  The Kashmir Earthquake
of October 8, 2005. A quick look report. Urbana, Mid-America Earthquake Center, University of Illinois
at Urbana-Champaign: 51 p.

Polito Carmine Paul, (1999). The effects of non-plastic and plastic fines on the Liquefaction of sandy
Soils. PhD Thesis, Department of Civil Engineering, Virginia Polytechnic Institute and State University,
Blacksburg, Virginia.

Cooke G. Harry, (2000). Ground Improvement for Liquefaction Mitigation at existing Highway Bridges.
PhD Thesis, Department of Civil Engineering, Virginia Polytechnic Institute and State University,
Blacksburg, Virginia.

Medley, E., Zekkos, D., (2007), “Seismic Performance of rock block structures with observations from
the October 2006 Hawaii Earthquake”, 4th International Conference on Earthquake Geotechnical
Engineering, Thessaloniki, June 25-28, 2007.

Ross W. Boulanger, Izzat M. Idriss, Lelio H. Mejia, (1995). Center for Geotechnical Modeling. Report
No. UCD/CGM-95/02. Investigation and Evaluation of liquefaction related ground displacements at
Moss Landing during the 1989 Loma Prieta Earthquake. Appendices. CPT. Department of Civil &
Environmental Engineering, University of California at Davis.

Fred Cha, Dong-Sheng Jeng, Michael Blumenstein, Hong Zhang, (2005). Research No. R854.  
Prediction of maximum wave-induced liquefaction in porous seabed using Multi-Artificial Neural
Network model. The University of Sydney, Department of Civil Engineering, Australia.

R.O. Davis, M.D. Bolton, (1997). Strength of Post-Liquefaction flows - A speculative velocity dependant
model. 9th Internation Conference of International Association for Computer Methods & Advances in
Geomechanics, China.

Subhamoy Bhattacharya, Malcolm Bolton, (2004). Errors in Design leading to Pile failures during
seismic liquefaction. Proceedings of the 5th International Conference on Case Histories in
Geotechnical Engineering , New York.

Zhi-Liang Wang, Yannis F. Dafalias, (2002). Simulation of post-liquefaction deformation of sand. 15th
ASCE Engineering Mechanics Conference, Columbia University, New York.

B. Muhunthan and A.N. Schofield, (1999). Liquefaction and dam failures. CUED/D-SOILSITR310. Paper
submitted for ASC Conference GeoDenver 2000.

Green A. Russell, (2001). Energy-Based evaluation and remedation of Liqufiable soils. PhD Thesis,
Department of Civil Engineering, Virginia Polytechnic Institute and State University, Blacksburg,
Virginia.

Gallagher M. Patricia, (2000). Passive Site Remedation for Mitigation of Liquefaction Risk. PhD Thesis,
Department of Civil Engineering, Virginia Polytechnic Institute and State University, Blacksburg,
Virginia.

Bruce L. Kutter, Erik J. Malvick, Ramachandran Kulasingam, Ross W. Boulanger, (2003). Interpretation
and Visualization of Model Test Data for Slope Failure in Liquefying Soil. Proceedings of the 8th U.S. -
Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures against
Liquefaction. Technical Report MCEER-03-0003.

I.M. Idriss and R.W. Boulanger, (2004). Semi-Empirical Procedures for evaluating liquefaction potential
during Earthquake. Proceedings of the 11th International Conference on Soil Dynamics & Earthquake
Engineering (ICSDEE) and the 3rd International Conference on Earthquake Geotechnical Engineering
(ICEGE), Berkeley, California.

J. Laue and J. Buchheister, (2004). Condition indicators for liquefaction susceptibility with focus on silty
soils. International Conference on Cyclic Behaviour of Soils and Liquefaction Phenomena, Th.
Triantafyllidis, A.A. Balkema Publishers, Bochum, Germany.

R.W. Boulanger, I.M. Idriss, (2004). State Normalization of Penetration Resistance and the Effect of
Overburden Stress on Liquefaction Resistance. Proceedings 11th SDEE and 3rd ICEGE, Berkeley,
California.

Ross W. Boulanger, I.M Idriss, (2005). New Criteria for distinguishing between silts and clays that are
susceptible to Liquefaction versus cyclic failure. Technologies to enhance Dam Safety and the
Environment. 25th Annual USSD Conference SALT Lake, Utah.

Caltrans Seismic Design Criteria, (2006). Version 1.4. California Department of Transportation.

Ahmed Elgamal, Zhaohui Yang, Ender Parra, (2002). Computational modeling of cyclic mobility and
post-liquefaction sire response. Soil Dynamics and Earthquake Engineering 22, 259-271. Elsevier
Science Ltd.

Zhaohui Yang, Ahmed Elgamal, (2002). Influence of Permeability on Liquefaction -Induced Shear
Deformation. Journal of Engineering Mechanics.

Ahmed Elgamal, Ender Parra, Zhaohui Yang, Korhan Adalier, (2002). Numerical Analysis of
Embankment Foundation Liquefaction Countermeasures. Journal of Earthquake Engineering, Vol.6 ,
No.4, 447-471. Imperial College Press.

Ahmed Elgamal, Ender Parra, Zhaohui Yang, Ricardo Dobry, Mourad Zeghal, (1998). Liquefaction
Constitutive Model. Proceedings of the International Workshop on the Physics and Mechanics of Soil
Liquefaction, Baltimore. Balkema.

Ahmed Elgamal, Zhaohui Yang, Ender Parra, Ricardo Dobry, (1999). Modeling of Liquefaction-Induced
Shear Deformation. 2nd International Conference on Earthquake Geotechnical Engineering, Lisbon,
Portugal. Balkema.

Scott M. Olson, Russell A. Green, Stephen F. Obermeier, (2003). Geotechnical Analysis of Paleoseismic
Shaking using Liquefaction features: Part I Major updating of techniques for Analysis. US. Geological
Survey Open-File Report 03-307. USGS Science for a changing world.

Stephen F. Obermeier, Eric C. Pond, Scott Olson with contributions by Russell A. Green, Timothy D.
Stark and James K, Mitchell, (2001). Paleoliquefaction studies in continental settings: Geologic and
Geotechnical Factors in interpretations and Back-Analysis. US Geological Survey Open-File Report 01-
29.

Usama El Shamy, Mourad Zeghal, (2003). A continuum-discrete model for granular soil liquefaction.
16th ASCE Engineering Mechanics Conference, University of Washington, Seattle.

Yuan Di, Tadanobu Sato, (2003). Remapping Scheme in Ale Method for Liquefaction Simulation. 16th
ASCE Engineering Mechanics Conference, University of Washington, Seattle.

Phetmano P. Phannavong, Majid T. Manzari, (2003). Earthquake Induced Hydraulic Fracturing and
Delayed Liquefaction in Heterogeneous Saturated Soils. 16th ASCE Engineering Mechanics
Conference, July 16-18 2003, University of Washington, Seattle.

Paulo A. L. F. Coelho, Stuart K. Haigh, S. P. Gopal Madabhushi, (2003). Boundary effects in dynamic
centrifuge modelling of liquefaction in sand deposits. 16th ASCE Engineering Mechanics Conference,
July 16-18 2003, University of Washington, Seattle.

Robb Eric Shedwick Moss, (2003). CPT-Based Probabilitic Assessment of Seismic Soil Liquefaction
Initiation. PhD Thesis, Engineering-Civil and Environmental Engineering, University of Berkeley,
California.

Peter M. Byrne, Sung-Sik Park, Michael Beaty, Michael Sharp, Lenart Gonzalez, Tarek Abdoun, (2004).
Numerical modeling of liquefaction and comparison with centrifuge tests. Canadian Geotechnical
Journal 41: 193–211 (2004) doi: 10.1139/T03-088. NRC Canada.

P. M. Byrne & S. S. Park, M. Beaty, (2003). Seismic liquefaction: centrifuge and numerical modeling.  
FLAC and Numerical Modeling in Geomechanics, pp.321-331.

S. S. Park & P. M. Byrne, (2004). Numerical modeling of soil liquefaction at slope site. International
Conference on Cyclic behaviour of soils and liquefaction, pp.571-580.

S.S. Park and P.M. Byrne, (2004). Practical Constitutive Model for Soil Liquefaction. International
Symposium on Numerical Models in Geomechanics (NUMOG IX), pp 181-186.

M. Seid-Karbasi, P.M. Byrne, E. Naesgaard, S. Park, D. Wijewickreme, R. Phillips, (2005). Response of
Sloping Ground with Liquefiable Materials during an Earthquake: a class A prediction. 11th IACMAC
conference, Italy.

E. Naesgaard, P.M. Byrne, M. Seid-Karbasi, S.S. Park, (2005). Modeling Flow Liquefaction, its Mitigation
and Comparison with Centrifuge Tests. Geotechnical Earthquake Engineering Satellite Conference
Osaka, Japan.

Ernest Naesgaard, Peter M. Byrne, (2005). Flow Liquefaction due to Mixing of Layered Deposits.
Geotechnical Earthquake Engineering Satellite Conference Osaka, Japan.

S.S. Park, P.M. Byrne, D. Wijewickreme, (2005). A Swinging Plane Model for Soil Liquefaction Analysis.
16th ICSMFE, Osaka, Japan.

Mehdi Bahrekazemi, (2004). Train-Induced Ground Vibration and Its Prediction. PhD Thesis, Royal
Institute of Technology in Stockholm, KTH, Department of Civil and Environmental Engineering.

Zhaohui Yang, Ahmed Elgamal, Korhan Adalier, Michael K. Sharp, (2004). Earth Dam on Liquefiable
Foundation and Remediation: Numerical Simulation of Centrifuge Experiments. Journal of Engineering
Mechanics, ASCE.

Ahmed Elgamal, Zhaohui Yang, Korhan Adalier, Michael Sharp, (2003). Effect of Rigid Container Size on
Dynamic Earth Dam Response in Centrifuge Experiments. 16th ASCE Engineering Mechanics
Conference, University of Washington, Seattle.

Semih Kucukarslan, (2003). Dam-Reservoir Interaction including the Reservoir Bottom Effects in Time
Domain. 16th ASCE Engineering Mechanics Conference, University of Washington, Seattle.

Marco Mucciarelli, Maria Rosaria Gallipoli, (2006). Comparison Between VS30 and other Estimates of
Site Amplification in Italy. 1st European Conference on Earthquake Engineering and Seismology (a
joint event of the 13th ECEE & 30th General Assembly of the ESC), Geneva, Switzernad.

Zhou Yan-guo, Chen Yun-min, Ke Han, (2005). Correlation of Liquefaction Resistance with Shear Wave
Velocity Based on Laboratory Study using Bender Element. Journal of Zhejiang University Science.

R. Salgado, R.W. Boulanger, J.K. Mitchell, (1997). Lateral Stress Effects on CPT Liquefaction Resistance
Correlations. Journal of Geotechnical and Geoenvironmental Engineering.

J.A.H. Carraro, P. Bandini, R. Salgado, (2003). Liquefaction Resistance of Clean and Nonplastic Silty
Sands Based on Cone Penetration Resistance. Journal of Geotechnical and Geoenvironmental
Engineering. ASCE.

P.J. de Wit, (1995). Liquefaction of Cohesive Sediments caused by Waves. PhD Thesis, Delft
University, Department of Civil Engineering and Geosciences.

H. Mitrani and S.P.G. Madabhushi, (2006). Frame Structures founded on Liquefiable Soil - Data Report
Centrifuge Tests BM1, BM2 and BM3. Cambridge University Engineering Department Technical Report.

H. Mitrani, S.P.G. Madabhushi, (2006). Use of containment walls as a liquefaction remediation method
for existing buildings - Data Report on centrifuge tests WA1P, WA1F and WA3. Cambridge University
Engineering Department Technical Report CUED/D-SOILS/TR.343 (2006).

H. Mitrani, S.P.G. Madabhushi, (2006). Use of cemented zones as a liquefaction remediation method
for existing buildings - Data Report on centrifuge tests CZ1P, CZ1F and CZ3. Cambridge University
Engineering Department Technical Report CUED/D-SOILS/TR.344 (2006).

H. Mitrani, S.P.G. Madabhushi, (2006). Use of inclined micro-piles as a liquefaction remediation method
for existing buildings - Data Report on centrifuge tests MP1, MP2 and MP3. Cambridge University
Engineering Department Technical Report CUED/D-SOILS/TR.345 (2006).

Scott M. Olson, Russell A. Green, Stephen F. Obermeier, (2005). Geotechnical Analysis of Paleoseismic
shaking using Liquefaction features: a Major updating. Engineering Geology 76 (2005) 235-261.
Elsevier B.V.

Russell A. Green, Stephen F. Obermeier, Scott M. Olson, (2005). Engineering geologic and
geotechnical analysis of Paleoseismic shaking using Liquefaction effects: field examples. Engineering
Geology 76 (2005) 263-293. Elsevier B.V.

S.F. Obermeier, S.M. Olson, R.A. Green, (2005). Field Occurrences of Liquefaction-Induced Features: A
Primer for Engineering Geologic Analysis of Paleoseismic Shaking. Engineering Geology 76 (2005) 209-
234. Elsevier B.V.

S.M. Olson, T.D. Stark, (2003). Use of Laboratory Data to Confirm Yield and Liquefied Strength Ratio
Concepts. Canadian Geotechnical Journal 40: 1164-1184 (2003). NRC Canada.

S.M. Olson, T.D. Stark, (2003). Yield Strength Ratio and Liquefaction Analysis of Slopes and
Embankments. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, August 2003, 727.

S.M. Olson, T.D. Stark, (2002). Liquefied Strength Ratio from Liquefaction Flow Failure Case Histories.
Canadian Geotechnical Journal 39: 629-647 (2002). NRC Canada.

S.F. Obermeier, E.C. Pond, S.M. Olson, R.A. Green, (2002). Paleoliquefaction Studies in Continental
Settings. Geological Society of America, Special Paper 359, pp. 13-27.

Zekkos D., Bray J.D. and Riemer M.F., (2008). Shear Modulus and Material Damping of Municipal Solid
Waste Based on Large-Scale Cyclic Triaxial Testing. Canadian Geotechnical Journal, Vol. 45, No. 1,
2008, pp. 45-58.

Scott M. Olson, Stephen F. Obermeier, Timothy D. Stark, (2001). Interpretation of Penetration
Resistance for Back-analysis at Sites of Previous Liquefaction. Seismological Research Letters, Volume
72, No. 1.

Scott M. Olson, Timothy D. Stark, William H. Walton, Gonzalo Castro, (2000). 1907 Static Liquefaction
Flow Failure of the North Dike of Wachusett Dam. Journal of Geotechnical and Geoenvironmental
Engineering.

Timothy D. Stark, Scott M. Olson, (1995). Liquefaction Resistance Using CPT and Field Case Histories.
Journal of Geotechnical Engineering.

Russel A. Green, Stephen F. Obermeier and Scott M. Olson, (2004). The Role of Paleoliquefaction
Studies in Performance-Based Earthquake Engineering in the Central-Eastern United States. 13th
World Conference on Earthquake Engineering, Vancouver, B.C. Cnada, August 1-6 2004, Paper No.
1643.

Scott M. Olson, (2003). Strength Ratio-Based Liquefaction Analysis of Sloping Ground. Proceedings of
the 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering, June 23-26,
Boston, MA, Paper No. 271.

S.M. Olson, T.D. Stark, (2001). Liquefaction Analysis of Lower San Fernando Dam using Strength
Ratios. Proceedings of the 4th International Conference on Recent Advances in Geotechnical
Earthquake Engineering and Soil Dynamics and Symposium in Honor of Professor W.D. Liam Finn, San
Diego, California. Paper No. 4.05.

S.M. Olson, R.A. Green, S.F. Obermeier, (2003). U.S. Geological Survey Open-File Report 03-307:
Geotechnical Analysis of Paleoseismic Shaking using Liquefaction Features: Part I Major Updating of
Techniques for Analysis.

S.M. Olson, (2001). Liquefaction Analysis of Level and Sloping Ground using Field Case Histories and
Penetration Resistance. PhD Thesis, University of Illinois, Urbana-Champaign.

S.F. Obermeier, E.C. Pond, S.M. Olson, R.A. Green, T.S. Stark, J.K. Mitchell, (2001). Paleoliquefaction
Studies in Continental Settings: Geologic and Geotechnical Factors in Interpretations and Back-
Analysis. US Geological Survey Open-File Report 01-29.

Navaratnarajah Sasiharan, (2006). Mechanics of Dilatancy and its Application to Liquefaction. PhD
Thesis, Washington State University, Department of Civil and Environmental Engineering.

Deepankar Choudhury, T.G. Sitharam, K.S. Subba Rao, (2004). Seismic Design of Earth-Retaining
Structures and Foundations. Special Section: Geotechnics and Earthquake Hazards. Current Science,
Vol. 87, No. 10.

A. Boominathan, (2004). Seismic Site Characterization for Nuclear Structures and Power Plants.
Special Section: Geotechnics and Earthquake Hazards. Current Science, Vol. 87, No. 10.

Sajal Kanti Deb, (2004). Seismic Base Isolation - An Overview. Special Section: Geotechnics and
Earthquake Hazards. Current Science, Vol. 87, No. 10.

K. Ishihara, M. Yoshimine, (1992). Evaluation of Settlements in Sand Deposits following Liquefaction
during Earthquakes. Soils and Foundations, Vol.32, No.1, pp.173-188.

A. Ghahraman, J.B. Berrill, (1995). Seismic Bearing Capacity Factors by Zero Extension Line Method.
Pacific Conference on Earthquake Engineering, Australia.

M.K. Sharp, R. Dobry, R. Phillips, (1998). Cone Penetration Modeling in Sand for Evaluation of
Earthquake-Induced Lateral Spreading. Proceedings of the International Conference Centrifuge 98,
Tokyo, Japan.

M.K. Sharp, R. Dobry. Technique for the Evaluation of Earthquake-Induced Lateral Spreading. The
Asian Institute of Technology 40th Engineering Conference in Bangkok, Thailand.

A. Ghahramani, G. Reza Keyvani, M. Taheri, (1997). Foundation Treatment for Stopping Excessive
Vortex Shedding Vibrations of two 75 meter Stacks. Proceedings of 14th International Conference in
Soil Mechanics, Hamburg.

C.H. Girsang, (2001). A Numerical Investigation of the Seismic Response of the Aggregate Pier
Foundation System. Msc Thesis, Virginia Polytechnic Institute and State University, Blacksburg, Virginia.

C. Guney Olgun, (2003). Performance of Improved Ground and Reinforced Soil Structures during
Earthquakes - Case Studies and Numerical Analyses. PhD Thesis, Virginia Polytechnic and State
University, Blacksburg, Virginia.

I.M. Idriss, R.W. Boulanger, (2003). Report MCEER-03-0003, 449-468,Technical Report MCEER-03-
0003: Estimating Ka for Use in Evaluating Cyclic Resistance of Sloping Ground. Proceedings of the 8th
US-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures
Against Liquefaction, Tokyo, Japan.

R.W. Boulanger, I.M. Idriss, (2001). Site Response of Organic Soils. Proceedings of the 4th
International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil
Dynamics and Symposium in Honor of Professor W.D. Liam Finn, San Diego, California.

Z. Yang, L. He, J. Bielak, Y. Zhang, A. Elgamal, J. Conte, (2003). Nonlinear Seismic Response of a
Bridge Site Subject to Spatially Varying Ground Motion. 16th ASCE Engineering Mechanics Conference,
University of Washington, Seattle.

Y. Zhang, A. Yang, J. Bielak, J.P. Conte, A. Elgamal, (2003). Treatment of Seismic Input and Boundary
Conditions in Nonlinear Seismic Analysis of a Bridge Ground System. 16th ASCE Engineering Mechanics
Conference, University of Washington, Seattle.

W.I. Cameron, R.A. Green, (2004). Development of Engineering Procedure for Evaluating Lateral Earth
Pressures for Seismic Design of Cantilever Retaining Walls. Proceedings of the 5th International PhD
Symposium in Civil Engineering, Balkema Publishers, Vol. 2, 897-904.

R.A. Green, R.M. Ebeling, (2002). Earthquake Engineering Research Program: Seismic Analysis of
Cantilever Retaining Walls, Phase I. US Army Corps of Engineers, Engineer Research and
Development Center. Information Technology Laboratory ERDC/ITL TR-02-3.

P.M. Byrne, M. Seid-Karbasi, (2003). Seismic Stability of Impoundments. 17th Annual Symposium, VGS.

Kausel Bolt Eduardo Adolfo Martin, (1974). Forced Vibrations of Circular Foundations on Layered
Media. PhD Thesis, Massachusetts Institute of Technology, Dept. of Civil and Environmental
Engineering.

J.E. Sankey, P. Segrestin. Evaluation of Seismic Performance in Mechanically Stabilized Earth
Structures.

M. Yoshimine, R. Ozay, A. Sezen and A. Ansal, (1999). Undrained Plane Strain Shear Tests on
Saturated Sand using a Hollow Cylinder Torsional Shear Apparatus. Soils and Foundations, Vol.39, No.
2, pp.131-136.

M. Yoshimine, K. Ishihara and W. Vargas, (1998). Effects of Principal Stress Direction and Intermediate
Principal Stress on Undrained Shear Behavior of Sand. Soils and Foundations, Vol.38, No.3, pp.179-
188.

S.V. Dinesh, T.G. Sitharam and J.S. Vinod, (2004). Dynamic properties and liquefaction behaviour of
granular materials using discrete element method. Special Section: Geotechnics and Earthquake
Hazards. Current Science, Vol. 87, No. 10.

Takaji Kokusho, (2004). Nonlinear site response and strain-dependent soil properties. Special
Section: Geotechnics and Earthquake Hazards. Current Science, Vol. 87, No. 10.

M. Yoshimine, R. Kuwano, J. Kuwano, K. Ishihara, (1999). Dynamic properties of fine-grained soils in
pre-sheared sliding surfaces. Proceedings of the International Symposium on Slope Stability
Engineering, Vol. 1, pp.595-600, Matsuyama, Shikoku, Japan. Balkema.

E.J. Malvick, B.L. Kutter, R.W. Boulanger, H.P. Feigenbaum, (2004). Post-shaking Failure of Sand Slope
in Centrifuge Test. 11th SDEE and 3rd ICEGE, University of California, Berkeley.

Amr S. Elnashai, Jorge Alva-Hurtado, Omar Pineda, Oh Sung Kwon, Luis Moran-Yanez, Guillermo
Huaco, Gregory Pluta, (2008). The Pisco-Chincha Earthquake of August 15, 2007: Seismological,
Geotechnical, and Structural Assessments. Report 08-01. Mid-America Earthquake Center, MAE
Center,  Civil and Environmental Engineering Department, University of Illinois at Urbana – Champaign
Urbana, Illinois, USA.

Ramachandran Kulasingam, Erik J. Malvick, Ross W. Boulanger, Bruce L. Kutter, (2001). Void
redistribution and localization of shear strains in model sand slopes with silt seams: Report on first
year activities. U.S.-Japan Joint Workshop and 3rd Grantees Meeting. U.S.-Japan Cooperative
Research on Urban Earthquake Disaster Mitigation. University of Washington, Seattle.

T.M. Wehling, R.W. Boulanger, (2001). Confinement and Disturbance Effects on Dynamic Properties of
Fibrous Organic Soil. XV ICSMGE Satellite Conference on "Lessons Learned from Recent Strong
Earthquakes", Istanbul, Turkey.

R.W. Boulanger, (1999). Void Redistribution in sand following earthquake loading. Physics and
Mechanics of Soil Liquefaction, Balkema, Rotterdam.

M.D. Bolton, J.M.R. Wilson, (1990). Soil Stiffness and Damping. Structural Dynamics, Balkema,
Rotterdam.

Zhi-Liang Wang and Yannis F. Dafalias, (2002). Simulation of Post-Liquefaction Deformation of Sand.
15th ASCE Engineering Mechanics Conference, June 2-5, 2002, Columbia University, New York, NY.

G.T. Houlsby, G. Mortara, (2004). A Continuous Hyperplasticity Model for Sands under Cyclic Loading.
Proceedings of the International Confernce on Cyclic Behaviour of Soils and Liquefaction Phenomena,
Bochum, Germany.

S.P.G. Msidabbushi, A.N. Schofield an X. Zeng, (1992). Complementary Shear Stresses in Dynamic
Centrifuge Modelling. Report No: CUE:D/D-SoiWTR243. Department of Engineering, Cambridge
University, UK.

S.P.G. Madabhushi, (1994). Natural Frequency of a Horizontal Soil Layer Part II: Saturated Sand Bed.
Report No: CUED/IbSOILS/TR273. Cambridge University Engineering Department.

A.J. Brennan, N.I. Thusyanthan & S.P.G. Madabhushi, (2004). Evaluation of Shear Modulus and
Damping in Dynamic Centrifuge Tests. Cambridge University Engineering Department Technical Report
CUED/D-SOILS/TR336.

Ahmed Elgamal, Zhaohui Yang, Ender Parra, Ahmed Ragheb, (2003). Modeling of Cyclic Mobility in
Saturated Cohesionless Soils. International Journal of Plasticity 19 (2003) 883–905. Elsevier Science
Ltd.

Ahmed Elgamal, Zhaohui Yang, Tao Lai; Bruce L. Kutter, Daniel W. Wilson, (2005). Dynamic Response
of Saturated Dense Sand in Laminated Centrifuge Container. Journal of Geotechnical and
Geoenvironmental Engineering, ASCE.

T. Lai, A. Elgamal, Z. Yang, D. W. Wilson, and B. L. Kutter, (2004). Numerical Modeling of Dynamic
Centrifuge Experiments on a Saturated Dense Sand Stratum. 11th International Conference on Soil
Dynamics & Earthquake Engineering and 3rd International Conference on Earthquake Geotechnical
Engineering, University of California, Berkeley.

Lincy Pyl, Didier Clouteau and Geert Degrande, (2003). The Soil Impedance of Embedded Structures in
the Higher Frequency Range, Computed with the Boundary Element Method. 16th ASCE Engineering
Mechanics Conference, University of Washington, Seattle