基金项目：国家自然科学基金项目(50049005)
作者简介：蒋军(1967-),男.浙江诸暨人.浙江大学讲师.工学博士.
作者单位：蒋军（浙江大学土木工程系,浙江,杭州,310027）
参考文献：
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［2］HYODO M,YASUHARA K. Analytical procedure for evaluating pore-water pressure and deformation of saturated clay ground subjected to traffic loads[R].Numerical Methods in Geomechanics, 1988. 653-658.
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［4］ANDERSEN K H. Properties of soft clay under static and cyclic loading, invited lecture [R]. Proc. Intn'l Conf. Eng. Problems on Reg. Soils, Beijing, China,1988.7-26.
［5］ANDERSEN K H,LAURIZSEN R. Bearing capacity for foundations with cyclic loads[J]. ASCE, 1988,114(5) :540-555.
［6］HYODO M,YASUHARA K,MURATA H. Trafficinduced pore pressure and deformation soft clay deposit beneath embankment [R]. Proc. Jnt. Symp. onGeotechnical Engineering of Soft Soils, 1987. 231-235.
［7］龚晓南.复合地基[M].杭州:浙江大学出版社,1992.
［8］蒋军,谢新宇,等.含竖向增强体复合地基的极限承载力[J].岩土工程学报,1998,20(2):55-58.
［9］SEED H B,BOOKER J R. Stabilization of potentially liquefiable sand deposits using gravel drains [J ].ASCE, 1977,103 (7): 757-768.
［10］徐志英.砂基内设置砾石排水桩抗地震液化的分析与计算[J].勘察科学技术,1985,12(1):1-7.
［11］顾卫华,王余庆.砾石排水桩与地面压重的抗液化效果[J].岩土工程学报,1985,7(4):34-44.
［12］DOUGLAS R A. Repeated-load behavior of geosynt-htic-built unbound roads [J]. Canadian Geotechnical Journal, 1997,34(2): 197-203.
［13］蒋军.循环荷载作用下粘土及含砂芯复合土样性状试验研究[D].杭州:浙江大学,2000.
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收稿日期：2001年5月24日
出版日期：2002年4月1日
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