2Daryl L, Logan A. First course in the finite element method[M].Third Edition,北京:电子工业出版社,2003:5-9.
3GB/TS0265-97.泵站设计规范[S].北京:中国计划出版社,1997.
4Taboada-Umtegui V M, Dobry R. Centrifuge modeling of earthquake induced lateral spreading in sand[ J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 1998,124(12) : 1195-1206.
5Elgamal A M, Zeghal M, Parra E. Liquefaction of an artifi- cial island in kobe, Japan[JJ. Journal of Geotechnical Engi- neering, ASCE, 1996,122(1) :536-561.
6Holzer T L, Bennett M J, Ponti D J, et al. Liquefaction and soil failure during 1994 Northbridge earthquake[J]. Journal of Geotechnical and Environmental Engineering, ASCE, 1999,125(6) :438-452.
7Yasuda S, Nagase H, Kisu H, et al. The mechanism and a simplified procedure for the analysis of permanent ground displacement due to liquefaction[J]. Soils and Foundations, 1992,32(1) : 149-150.
8Sasaki Y, Towhata I, Tokida K, et al. Mechanism of perma- nent displacement of ground caused by seismic liquefaction [J]. Soils and Foundations, 1992,32(3):79-96.
9Pilgrim N K. Earthquake related deformation beneath gently inclined grotmd[J]. Geotechnique, 1998,48(2) : 187-199.
10Ishihara K, Yasuda S, Yoshida Y. Liquefaction- induced flow failure of embankments and residual strength of silty sand[J]. Soils and Foundations, 1990,30(3):69-80.
