Junichi Koseki,et al.Uplift Behavior of Underground Structures Caused by Liquefaction of Surrounding Soil during Earthquake.Soils and Foundation,Japanese Geotechnical Society,1997,137(1)
[4]
Junichi Koseki,et al.Uplift of Sewer Manholes during the 1993,Kushir Oki Earthquake.Soils and Foundation,Japanese Geotechnical Society,1997,37(1)
[5]
刘惠珊,李鹏程,徐凤萍.地下生命线工程防御地震液化产生地面大位移的对策.工程抗震,1998(12)
[6]
周健,胡晓燕.上海软土地下建筑物抗震稳定性分析.同济大学学报,1998(10):492～496
[7]
周健,王前信.地下管道随机反应及动力可靠性分析.土木工程学报,1993(8):54～60
[8]
曾心传,秦小军.土层对地震的随机反应分析.地震工程与工程抗震,1998(3):27～39
[9]
Zhou Jian,Yasuhara,Hirai K.A Model for Predicting the Cyclic Induced Behavior of Clay with Initial Static Schear Stress.Proc of 47th Annual Meeting of Japanese Society of Civil Eng.InSendai:1992
[10]
Duncan J M,Chang C Y.Non linear Analysis of Stresses and Strain in Soil,Proc.ASCE.JSMFD,SM5,1970,96(6):629～653
[11]
Hardin B D,Drnevich V P.Shear Modulus and Damping in Soils:Design Equations and Curves.Jour.Soil Mechanics and Foundations Division,ASCE,1972,98(7):667～692
