The International Information Center for Geotechnical Engineers

Geotechnical Earthquake Engineering & Soil Dynamics

State of the Art and Practice in the Assessment of Earthquake-Induced Soil Liquefaction and Its Consequences (2016)
National Academies of Sciences,Engineering,and Medicine (2016).
Some Observations of Geotechnical Aspects of the February 28, 2001 Nisqually Earthquake in Olympia, South Seattler and Takoma, Washington
J.D. Bray,R.B. Sancio,A. Kammerer,S. Merry,A Rodriguez - Marek,B. Khazai,S Chang,A.. Bastani,B Collins,E.L. Hausler,D. Dreger,W.J. Perkins,M. Nykamp. (2001).
Undrained Response of Monterey 0/30 Sand Under Multidirectional Cyclic Simple Shear Loading Conditions
A. Kammerer,J.M. Pestana,R.B. Seed. (2002).
Behavior of Monterey 0/30 Sand under Multidirectional Loading Conditions
A. Kammerer,R. Seed,J. Pestana. (2003).
Pore Pressure Development in Liquefiable Soils Under Bi-directional Loading Conditions
A. Kammerer,R. Seed,J. Wu,M. Riemer,J Pestana. (2004).
A new Multi-diractional Direct Simple Shear Testing Database
A. Kammerer,J. Wu,M. Riemer,J Pestana,R. Seed. (2004).
Shear Strain Development in Liquefiable Soil Under Bi-directional Loading Conditions
A. Kammerer,J. Wu,M. Riemer,J Pestana,R. Seed. (2004).
USNRC Research & Regulatory Guidance for Soil-Structure Interaction
H. Graves,A. Kammerer,V. Thomas. (2007).
Preliminary Results of the U.S. N.R.C. Collaborative Research Program to Assess Tsunami Hazard for Nuclear Power Plants on the Atlantic and Gulf Coasts
A. Kammerer,U.S Ten Brink,D.C. Twichell,E.L. Geist,J. Chaytor,J Locat,H.J. Lee,B.J. Buczkowski,M. Sansoucy. (2008).
Overview of the U.S. Nuclear Regulatory Commission Collaborative Research Program to Assess Tsunami Hazard for Nuclear Power Plants on the Atlantic and Gulf Coasts
A. Kammerer,U.S. Ten Brink,V. Titov. (2008).
Geotechnical Quick Report on the Affected Region of the 23 August 2011 M5.8 Central Virginia Earthquake near Mineral, Virginia
C. Benson,M. Chapman,M Eddy,R. Green,A. Kammerer,S. Lasley,C Lazarte,S Nikolaou,B. Tanyu,M.. Tuttle. (2011).
Developing & Implementing a Real-Time Earthquake Notification System for Nuclear Power Plant Sites Using the USGS Shakecast System
A. Kammerer,A.R. Godoy,S. Stowall,J.P. Ake,A Altinoyollar,N. Bekiri,D.J. Wald,K. Lin. (2011).
Japan Lessons Learned Project Directorate: Guidance on Performing a Seismic Margin Assessment in Response to the March 2012 Request for Information Letter
L. Regner,A. Baxter,J. Dougherty,K. Manoly,N. Chokshi,R. Taylor. (2012).
The NRC ESSI Simulator Program, Current status
N. . Tafazzoli,F. Pisano,J.A Abbel,B. Kamrani,C.G. Jeong,B Aldridge,R. Roche,A. Kammerer,B.. Jeremic. (2013).
Influence of soil–structure interaction on seismic collapse resistance of super-tall buildings
M. Li,X. Lu,X- Lu.,L. Ye. (2014).
Mutual seismic interaction between tunnels and the surrounding granular soil
M.A. Adbel-Motaal. ().
Calculation of the three dimensional seismic stressed state of “Metro Station–Escalator–Open Line Tunnels” system, which is located in inclined stratified soft ground
S. Dashdorj,A.A. Makhanova,Zh.K. Avdarsolkyzy,G.P. Kulmaganbetova,G.I. Rysbaeva,A.R. Salgaraeva,N.T. Baimakhan,R.B. Danaev. (2008).
Tunnel behaviour under seismic loads: Analysis by means of uncoupled and coupled approaches
A. Amorosi,D. Boldini. (2008).
Research on stochastic seismic analysis of underground pipeline based on physical earthquake model
J. Li,X.Q. Ai. (2008).
Centrifuge model tests on circular and rectangular tunnels subjected to large earthquake-induced deformation
A. Takahashi,H. Igarashi,H. Nagatani,T. Yamada. (2002).
L2 seismic design method for shield tunnels in soft ground
Y. Kurotori,N. Yamaguchi,H. Oota,Y. Sumino,T. Kishio. (2002).
Earth retaining structures under seismic motion of Kobe earthquake
K. Sekiya,J. Matuura,S. Tanaka,Y. Toyosawa,T. Tamano,M. Furukawa. (1999).
Seismic design of restrained rigid walls
F. Yi, . (2013).
Modelling of wave-induced non linear dynamic soil response in vertical breakwaters foundation
C. Oteo,de-la-P. Fuente,M.M. Stickle. (2013).
Predicting Settlements of Shallow Footings on Granular Soil Using Nonlinear Dynamic Soil Properties
Pelt Van,O. Kacar,K.H. Stokoe. (2013).
Evaluation of Rubber/Sand Mixtures as Replacement Soils to Mitigate Earthquake Induced Ground Motions
A.A. Al-Ashaal,H. Lotfy,R.M. El-Sherbiny,A.M. Abdelhaleem. (2013).
Analysis and Design of Piles for Dynamic Loading
Á. Wolf,R.P. Ray. (2013).
Influence of cyclic axial loads in the behaviour and response of driven piles in sand
Z. Yang,C. Tsuha,R. Jardine,S. Rimoy,P. Foray,M. Silva. (2013).
Behavior of marine silty sand subjected to long term cyclic loading
J.M. Kim,M. Safdar. (2013).
Pile cyclic lateral loading: Development of degradation laws for describing the cyclic effect
N. Chenaf,J. Garnier,L. Thorel,F. Rosquoët. (2013).

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