Consolidation behavior of Shanghai clay under cyclic loading

IMECH-IR > 力学所知识产出(1956-2008)

	Consolidation behavior of Shanghai clay under cyclic loading
	Gu XY(顾小芸); Xu DN; Gu, XY (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
会议录名称	PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 1: TECHNICAL PAPERS
	1997
会议名称	14th International Conference on Soil Mechanics and Foundation Engineering
会议日期	SEP 06-12, 1997
会议地点	HAMBURG, GERMANY
摘要	In this paper the experiments of the primary and secondary consolidation behavior of Shanghai clay under the cyclic loading with period of several minutes, simulating the characteristics of yearly periodical fluctuation of the water level, are conducted. The factors such as the loading wave shape, cyclic loading parameters, loading order, consolidation state, existence of secondary consolidation before cyclic loading, are investigated. The superposition theorem between the accumulated deformation and secondary consolidation is verified. The pore pressure development is also measured in some cases. The test results provide the model and the nonlinear soil parameters for the computation of land subsidence, and also serves the basis of measures for slowing down the subsidence rate.
WOS记录号	WOS:000072747700030
ISBN号	90-5410-892-4
收录类别	CPCI-S
语种	英语
引用统计
文献类型	会议论文
条目标识符	http://dspace.imech.ac.cn/handle/311007/58978
专题	力学所知识产出(1956-2008)
通讯作者	Gu, XY (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
推荐引用方式 GB/T 7714	Gu XY,Xu DN,Gu, XY . Consolidation behavior of Shanghai clay under cyclic loading[C]PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 1: TECHNICAL PAPERS,1997.