Proceedings of 13th World Conference On Earthquake Engineering[C].Vancouver,Canada,CDROM,2004.
[3]
Seed R,N ogam i T.Proceed ings of llth International Conferen ceon Soil Dynamics and Earthquake Engineering[C].University of California,Berkeley,United States of America,CDROM,2004.
Rahman M S,Wang Jun.Fuzzyneural network models for liquefaction prediction[J].Soil Dynamics and Earthquake Engineering,2002,22(8):685-694.
[18]
Baziar M H,Jafarian Y.Assessment of liquefaction triggering using stra in energy concept and ANN model:Capacity Energy[J].Soil Dynamics and Earthquake Engineering,2007,In Press.
[19]
Adel M.Hanna,Derin Ural Gokhan Saygili Neural network model for liquefaction potential in soil deposits using Turkey and Taiwan earthquake data[J].Soil Dynamics and Earthqu ake Engineering.2007,27(6):521-540.
Finn W D L.Postliquefaction flow deformation[C] //In:Pak,Yamamuraeds.Soil Dynamics and Liquefaction 2000.ASCE Geotechnical Special Publication,2000:108-122.
Arulanandan K,Li X,Sivathasan K.Numerical simulation of liquefaction-induced deform ations[J].Geotech and Geoenviron Engrg,2000,7(126):657-666.
[36]
Yasuda S,NagaseH,Kiku H,et a1.Them echanism and asimplified procedure for the analysis of permanent ground displacement due to liquefaction[J].Soils and Foundations,1992,32(1):149-160.
Yoshida M,Miyajmia M,Kitaura M.Characteristics of liquefied ground flowat planerecla miedland during the 1995 Kobe Earthquake[C] //12th World Conference on Earthquake Engineering,Auckland,2000.