Arulan andan K,Anandarajah A,Abghari A.Centrifuge modeling of soil liquefaction susceptibility[J].Journal of Geotechnical Engineering,1983,109(3):281-300.
[2]
Hushm and B,Scott R F,Crouse C B.Centrifuge liquefaction tests in alaminar box[J].Geotechnique,1988,38(2):253-262.
[3]
Lambe P C,Whimtan R V.Dynamic centrifugemodeling of a horizontal drysandlayer[J].Journal of Geotechnical Engineering,1985,111(3):265-287.
[4]
Shen C K,Li X S,Ng C W W,et al.Development of a geotechnical centrifuge in Hong Kong[C].Centrifuge 98,1998.1:13-18.
[5]
Ishihara K,Yamazaki F.Cyclic simple shear tests on saturated sand in multi directional loading[J].Soils and Foundations,1980,20(1):45-59.
[6]
Yamada Y,Ishihara K.Undrained deformation characteristics of sand in multi directional shear[J].Soils and Foundations,1983,23(1):60-79.
[7]
Yoshmiine M,Ishihara K,Vargas W.Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand[J].Soils and Foundations,1998,28(3):179-188.
[8]
Verdugo R,Ishihara K.The steady state of sandy soils[J].Soils and Foundations,1996,36(2):81-91.
[9]
Li X S.Asand model with state dependent dilatancy[J].Gotechnique,2002,52(3):173-186.
[10]
Wilson D W.Soil pile superstructure interaction in liquefying sand and softclay[D].Ph.D.Dissertation,University of California,Davis,1998.
