موضوع:»منابع آموزشی خاک و پی و آزمایشگاه مقاومت مصالح
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Soil Dynamics and Special Design Aspects. Military Handbook. Department of Defense U.S.A. (1997).

North America - Japan Workshop on the Geotechnical Aspects of the Kobe, Lome Prieta and
Northridge Earthquakes, Report to National Science Foundation, Air Force Office of Scientific Research,
and the Japanese Geotechnical Society, Osaka, Japan, 22-24 January 1996. Available by GEES.

Yasuyo Hosono, Mitsutoshi Yoshimine, (2004). Liquefaction of sand in simple shear condition.
International Conference on Cyclic Behaviour of Soils and Liquefaction Phenomena, Bochum, Germany.

H. Bolton Seed and Robert V. Whitman (1970), Design of Earth Retaining Structures for Dynamic
Loads. Available by the NISEE library. Keep in mind that Professor Whitman wrote a correction to this
paper in 1990.

Engineer Regulation (ER 1110-1-103). Engineering and Design Strong-Motion Instruments for
Recording Earthquake Motions on Dams. Available by the U.S. Army Corps of Engineers.

Bray, J. D (2001). "Developing Mitigation Measures for the Hazards Associated with Earthquake
Surface Fault Rupture," in A Workshop on Seismic Fault-Induced Failures  Possible Remedies for
Damage to Urban Facilities, Research Project 2000 Grant-in-Aid for Scientific Research (No. 12355020),
Japan Society for the Promotion of Science, Workshop Leader, Kazuo Konagai, University of Tokyo,
Japan, pp. 55-79, January 11-12, 2001. Available by the Geoengineer Website.

S.P. Gopal Madabhushi, (2004). Modelling of Earthquake damage using Geotechnical Centrifuges.
Special Section: Geotechnics and Earthquake Hazards. Current Science, Vol. 87, No. 10.

M. Yoshimine, H. Nishizaki, (2004). Flow Deformation of Liquefied Sand under constant shear Load.
The 11th International Conference on Soil Dynamics and Earthquake Engineering, The 3rd
International Conference on Earthquake Geotechnical Engineering, University of California at
Berkeley, Vol. 1.

L. GovindaRaju, G.V. Ramana, C. HanumanthaRao & T.G. Sitharam, (2004). Site-specific Ground
response analysis. Special Section: Geotechnics and Earthquake Hazards. Current Science, Vol. 87,
No. 10.

Moss, R. (2003) "CPT-Based Probabilitic Assessment of Seismic Soil Liquefaction Initiation",  PhD
Dissertation at UC Berkeley under the supervision of Professor Raymond B. Seed, available by Fugro
West Website.

S.K. Prasad, I. Towhata, G.P. Chandradhara & P. Nanjundaswamy, (2004). Shaking table tests in
Earthquake Geotechnical Engineering. Special Section: Geotechnics and Earthquake Hazards. Current
Science, Vol. 87, No. 10.

Seed, R.B., Cetin, K.O., Moss, R.E.S., Kammerer, A., Wu, J., Pestana, J. and Riemer, M. (2001) "Recent
Advances in Soil Liquefaction Engineering and Seismic Site Response Evaluation", Fourth International
Conference and Symposium On Recent Advances In Geotechnical Earthquake Engineering And Soil
Dynamics, Paper SPL-2, March 26, San Diego, CA USA. Available from Annie Kammerer's site.

Mitsutoshi Yoshimine and Kenji Ishihara, (1998). Flow potential of sand during liquefaction. Soils and
Foundations, Vol.38, No.3.

Seed, R.B., Cetin, K.O., Moss, R.E.S., Kammerer, A., Wu, J., Pestana, J. and Riemer, M., Sancio, R.B.,
Bray, J.D., Kayen, R.E., and Faris, A. (2003)  "Recent Advances in Soil Liquefaction Engineering: A
Unified and Consistent Framework", White Paper for Keynote Presentation, 26th Annual ASCE Los
Angeles Geotechnical Spring Seminar, Long Beach. (11M)

An excellent resource of papers on Ground motion , available by Stanford University.

Mitsutoshi Yoshimine, Peter K. Robertson and Catherine E. Wride, (1999). Undrained shear strength
of clean sands to trigger flow liquefaction. Canadian Geotechnical Journal, Vol.36, No.5.

Liquefaction analysis of level and sloping ground using field case histories and penetration resistance,
PhD thesis of Scott M. Olson under the supervision of Prof. Timothy D. Stark, University of Illinois,
Urbana-Champain.

DMG Special Publication 117: Guidelines for Analyzing and Mitigating Liquefaction Hazards in California
. The publication is available for free by the Southern California Earthquake Center. The link was
suggested by Robb Eric S. Moss. We thank him for his support.

Michael K. Sharp, Ricardo Dobry and Richard Ledbetter, (2000). Centrifuge research of liquefaction
phenomena. The 12th World Conference on Earthquake Engineering, Auckland, New Zealand.

NISEE-2000-01, Introduction to Earthquake Engineering, by V. V. Bertero, available by the NISEE
website.

Kammerer, A., Pestana, and Seed, R. (2002) "Undrained Response of Monterey 0/30 Sand Under
Multidirectional Cyclic Simple Shear Loading Conditions", Geotechnical Engineering Research Report
No. UCB/GT/02-01, University of California, Berkeley, July 2002.

M. Dehghani, G. Habibagahi, A. Ghahramani & J. Berrill, (1999). Liquefaction potential of sand by
Torsional shear test. 2nd International Conference on Earthquake Geotechnical Engineering, Portugal.

Online Reconnaissance report available in pdf format of the Algeria Boumerdes earthquake, May 21,
2003 (Mw = 6.8 ). Report compiled by Yozo Goto, and Professor Takashi Tazoh.  

A numerical model for estimating seismic displacements of reinforced steep slopes. Master Thesis of
Sarah B. Paulsen under the supervision of Professor S. Kramer, Department of Civil Engineering,
University of Washington. Available by Professor Kramer's website.

T.G. Sitharam, L. GovindaRaju & A. Sridharan, (2004). Special Section: Geotechnics & Earthquake
Hazards. Dynamic properties and liquefaction potential of soils. Current Science, VOL. 87, No. 10.

Uzielli, M. (2004), "Variability of stress-normalized CPT measurements and application to seismic
liquefaction initiation assessment", PhD dissertation at the University of Florence, Italy.

Uzielli, M. (2000). "Finite-element analysis of soil-structure interaction phenomena for the church of S.
Filippo in Nocera Umbra, Italy, during the first earthquake of September 26, 1997." Tesi di Laurea
(Bachelor's Thesis) at the University of Florence, Italy. In Italian.

REMR, (1985). Technical Note GT-SR-1.2. Methods for Improvement of Liquefiable soil conditions.
Waterways Experiment Station Corps of Engineers, U.S. Army Vicksburg, Mississippi.

Proceedings of the Third  UJNR  Workshop  on Soil-Structure  Interaction. Available online. Information
sent by Prof. J. Stewart.

Stewart, J.P., Chiou, S-J., Bray, J. D., Graves, R. W., Somerville, P.G.,  Abrahamson, N.A. (2001), Ground
Motion Evaluation Procedures for Performance-Based Design. A PEER state of the art report.

Michael K. Sharp & Ricardo Dobry, (2000). Determination of Liquefaction triggering from CPT. The
Fourth International Geotechnical Engineering Conference, Cairo, Egypt.

Stewart, J. P., Whang, D. H., Moyneur, M., Duku, P. (2004), Seismic compression of as-compacted fill
soils with variable levels of fines content and fines plasticity. CUREE Publication No. EDA-05, July 2004.

Massarsch, K. R. (2004). Deformation properties of fine-grained soils from seismic tests. Keynote
lecture, International Conference on Site Characterization, ISC’2, 19 – 22 Sept. 2004, Porto, 14 p.
Available by the AB Geoengineering website.  

A. Ansal, J. Laue, J. Buchheister, M. Erdik, S.M. Springman, J. Studer & D. Koksal, (2004). Site
Characterization & Site Amplification for a seismic microzonation study in Turkey. Conference on Soil
Dynamics and Earthquake Engineering, 3rd Intern. Conf. On Earthquake Geotechnical Engineering,
Berkeley, California, USA.

Bhattacharya, S. (2003), Pile instability during earthquake liquefaction, PhD thesis, University of
Cambridge. Thesis available by the Geoengineer website.

International Workshop on Uncertainties in Nonlinear Soil Properties and their Impact on Modeling
Dynamic Soil Response, Sponsored by the National Science Foundation and PEER Lifelines Program
PEER Headquarters, UC Berkeley, March 18-19, 2004. Opinion and plenary papers of participants are
available.

Park, D., 2003. Estimation of non-seismic site effects for deep deposits of the Mississippi Embayment.
Department of Civil and Environmental Engineering. Urbana, University of Illinois at Urbana-
Champaign: 337 p.

J. Douglas (2001) - "A critical reappraisal of some problems in engineering seismology". PhD thesis,
Imperial College, University of London.

S. Hardy (2003) - "The implementation and application of dynamic finite element analysis to
geotechnical problems". PhD thesis, University of London.

Hashash, Y. M. A., and Park, D., 2001. "Non-linear one-dimensional seismic ground motion
propagation in the Mississippi embayment." Engineering Geology, 62(1-3), 185-206. Elsevier Ltd.

I. Tromans (2004) - "Behaviour of burried water supply pipelines in earthquake zones". PhD thesis,
University of London.

J. Hancock (2006) - The Influence of Duration and the Selection and Scaling of Accelerograms in
Engineering Design and Assessment, PhD thesis, University of London.

Hashash, Y. M. A., and Park, D., 2002. "Viscous damping formulation and high frequency motion
propagation in nonlinear site response analysis." Soil Dynamics and Earthquake Engineering, 22(7),
pp. 611-624. Elsevier Ltd.

Zekkos, D. P., Bray, J. D., Riemer, M. F. (2006), “Shear modulus reduction and material damping
relationships for Municipal Solid-Waste”, Proceedings of the 8th U.S. National Conference on
Earthquake Engineering, April 18-22, 2006, San Francisco, California, USA, Paper No. 1324 (in
proceedings cd-rom). Click for paper.

A. Pecker, Enhanced seismic design of shallow foundations: example of the Rion Antirion Bridge, 4th
Athenian Lecture on Geotechnical Engineering, 2006, available by the Pangaea website.

Park, D. and Y. M. A. Hashash, 2004. "Soil damping formulation in nonlinear time domain site response
analysis." Journal of Earthquake Engineering 8(2): 249-274. Imperial College Press.

Dr. Edmund W. Medley (2006). Geosyntec’s Geological Engineering reconnaissance of damage
resulting from the October 15 2006 M6.7 earthquake on the Island of Hawaii. Geosyntec Consultants,
Inc. Oakland California.

Dr. Peter Robertson & C.E. (Fear) Wride (1998).  Evaluating cyclic Liquefaction potential using the
cone penetration test. Canadian Geotechnical Journal. NRC Canada. Available by Prof. P. Robertson's
website.

Park, D., and Hashash, Y. M. A., 2005. "Estimation of seismic factors in the Mississippi Embayment: II.
Probabilistic seismic hazard with nonlinear site effects." Soil Dynamics and Earthquake Engineering,
25, pp. 145-156. Elsevier Ltd

Ross W. Boulanger, I.M. Idriss, (2004). Evaluating the potential for Liquefaction or cyclic failure of silts
and clays. Report No. UCD/CGM-04/01. Center for Geotechnical Modelling, Department of Civil &
Environmental Engineering, University of California Davis.

E.J. Malvick, R. Kulasingam, B.L. Kutter, R.W. Boulanger, (2002). Void redistribution and localized shear
strains in slopes during liquefaction. Proceedings of the International Conference on Physical
Modelling in Geotechnics/ICPMG'02/St. John's/Newfoundland/Canada. Swets & Zeitlinger Lisse.

R. Kulasingam, R.W. Boulanger, I.M. Idriss, (1999). Evaluation of CPT Liquefaction Analysis Methods
against Inclinometer Data from Moss landing. Proceedings, 7th US-Japan Workshop on Earthquake
Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction, Technical Report
MCEER-99-0019, MCEER, SUNY, Buffalo.

E.J. Malvick, R. Kulasingam, R.W. Boulanger, B.L. Kutter, (2003). Analysis of a Void Redistribution
Mechanism in Liquefied Soil. Soil & Rock America, Proceeding Volumes I & II: 12th Panamerican
Conference on Soil Mechanics and Geotechnical Engineering. Massachusetts Institute of Technology,
Verlag Gluckauf GMBH - Essen (Germany).

Ross W. Boulanger, (2002). Evaluating Liquefaction Resistance at High Overburden Stresses. 3rd U.S.
- Japan Workshop on Advanced Research on Earthquake Engineering for Dams, San Diego, CA.

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

P.K. Robertson (2004). Evaluating Soil Liquefaction and Post-Earthquake Deformations using the CPT.
University of Alberta, Canada. Available by Prof. P. Robertson's website.

Scott M. Olson (2006). Liquefaction analysis of Duncan Dam using strength ratios. Canadian GJ. NRC
Canada. Available by Prof. P. Robertson's website.

T. Leslie Youd (2001). US NCEER Workshop Summary Report. ASCE. Available by Prof. P. Robertson's
website.

Park, D., and Hashash, Y. M. A., 2005. "Estimation of seismic factors in the Mississippi Embayment: I.
Estimation of dynamic properties." Soil Dynamics and Earthquake Engineering, 25, pp. 133-144.
Elsevier Ltd.

G. Zhang, P.K. Robertson, M.ASCE & R.W.I. Brachman (2004). Estimating Liquefaction-Induced  Lateral
displacements using the standard Penetration Test or Cone Penetration Test. ASCE. Available by Prof.
P. Robertson's website.

Arnold Verruijt, (2002). Soil Dynamics. Delft University of Technology. The Netherlands.

Zhaohui Yang, Ahmed Elgamal, (2001). Sand Boils and Liquefaction-Induced Lateral Deformation. 15th
International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul, Turkey, August. A.
M. Ansal (Ed.), 345-350.

Russell A. Green, Stephen F. Obermeier, 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 BC, Canada.

R.A. Green, J.K. Mitchell, (2003). A closer look at Arias intensity-based liquefaction evaluation
procedures. 2003 Pacific Conference on Earthquake Engineering. Paper Number 94.

Russell A. Green, Gregory A. Terri, Yousef Nouri, (2004). The Number of Equivalent Cycles Concept for
Liquefaction Evaluations - Revisited. Report No: UMCEE 04-07 rev 1. University of Michigan,

نویسنده :«احسان غرقابي_مدير سایت» پنجشنبه 1388/03/14 8:28 بعد از ظهر

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