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.
Source PublicationPROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 1: TECHNICAL PAPERS
1997
Conference Name14th International Conference on Soil Mechanics and Foundation Engineering
Conference DateSEP 06-12, 1997
Conference PlaceHAMBURG, GERMANY
AbstractIn 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 IDWOS:000072747700030
ISBN90-5410-892-4
Indexed ByCPCI-S
Language英语
Citation statistics
Document Type会议论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/58978
Collection力学所知识产出(1956-2008)
Corresponding AuthorGu, XY (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
Recommended Citation
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.
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