The Committee of Soil Dynamics of Geotechnical Engineering Division.Definition of terms related to liquefaction[J].Journal of Geotechnical Engineering,ASCE,1978,104(GT9):1197-1120.
[2]
Seed H B,IDRISSIM.Simplified procedure for evaluating soil liquefaction potential[J].Journal of the Soil Mechanics and Foundation Division,ASCE,1971,97(SM 9):1249-1273.
[3]
Seed R B,Cetin K O,Moss R E S,et al.Recent advances in soil liquefaction engineering,a un if ied and con sistent fram ew ork[R].EERC,U SA:Earthquake Engineering Research Center,2003.
[4]
Ku C S,Lee D H,Wu J H.Evaluation of soil liquefaction in the Chi-Chi Tawian earthquake using CPT[J].Soil Dynamics and Earthquake Engineering,2004,24(9/10):659-673.
Committee on Earthquake Engineering,Commission on Engineering and Technical Systems,National Research Council.Liquefaction of soil during earthquakes[R].National Academ y Press,Washington,1985.
Rauch A F,Martin J R.EPO LLS,Model for predicting average displacements on lateral spreads[J].Journal of Geotechnical and Geoenviron-mental Engineering,ASCE,2000,126(4):360-371.
[14]
Seed H B,Arango I,Chan C K.Evaluation of soil liquefaction potential during earthquake[R].Report No.EERC 75-28,Earthquake Engineering Research Center,University of California,Berkeley CA,1975.
Wang G,Sassa K.Pos-tfailu remobility of saturated sands in undrained load-controlledring shear tests[J].Canadian Geotechnical Journal,2002,39:821-837.
[17]
Yasuda S H N,Kiku H,et al The mechanism and a sim plified procedure for the analysis of permanent ground displacement duetoliquefaction[J].Soils and Foundations,1992,32(1):149-160.
[18]
Shamoto Y,Sam M,Zhang J M.Sim plifiedestimation of earthquake-induced settlements in saturated sand deposits[J].Soils and Foundations,1996,36(1):39-50.
[19]
Finn,W D L.State-of-the-art of geotechnical earthquake engineering practice[J].Soil Dynamics and Earthquake Engineering,2000,20:1-15.
[20]
Towhata I,Orense R P,ToyotaH.Mathematical principles in prediction of lateral ground displacement induced by seismic liquefaction[J].Soils and Foundations,1999,39(2):1-19.
[21]
Mardin G B,Finn W D L,Seed H B.Fundamentals of liquefaction under cyclic loading[J].J.Geotech,Div ASCE,1975,101(5):423 -438.
[22]
Byrne P A.Cyclic shea-rvolum ecoupling and pore-pressure model for sand[C] Second International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics,Missouri 1991,47-55.
