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Zhou Jian Gong Xiaonan (Department of Civil Engineering, Zhejiang University\ Hangzhou\ 310027) Li Jianqiang (Zhejiang Hydraudic and Electric Institute\ Hangzhou\ 310002)  
In this paper,the effects of cyclic stress ratio,number of cycles,frequency,overconsolidation ratio on normaly consolidated soft clay subjected to cyclic loading of Hangzhou are studied through cyclic 3\|D tests which were controlled by stress.Critical cyclic stress ratio and threshold cyclic stress ratio are determined according to the test results.Some beneficial conclusions are drawn.
【CateGory Index】: TU41
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