IMECH-IR  > 力学所知识产出(1956-2008)
Post-cyclic Strength Degradation of Undisturbed and Remolded Marine Silty Clay
Wang SY(王淑云); Lu XB(鲁晓兵); Wang SY
Source PublicationProceedings Of The Eighteenth (2008) International Offshore And Polar Engineering Conference, Vol 2
2008
Pages621-624
Conference Name18th International Offshore and Polar Engineering Conference (ISOPE 2008)
Conference DateJUL 06-11, 2008
Conference PlaceVancouver, CANADA
AbstractA series of static and cyclic-static tri-axial compression tests under consolidated-undrained conditions are carried out to study the characteristics of post-cyclic strength of the undisturbed and the remolded samples of marine silty clay. It is found that the post-cyclic monotonic strength decreases if the cyclic strain or pore pressure is over a certain value. The maximum degradation is 10% for undisturbed samples while 70% for remolded ones. The relationship between normalized undrained shear strength and apparent overconsolidation ratio, which is determined by the excess pore pressure induced by cyclic loading, is also established. Static consolidated-undrained tests on overconsolidated remolded samples are also performed. It is proposed that the static consolidated-undrained tests may be substituted for the cyclic-static consolidated-undrained tests if the post-cyclic strength degradation of remolded silty clay is needed to be evaluated simply.
KeywordPre-cyclic Strength Post-cyclic Strength Degradation Cyclic Strain Ratio Pore Pressure Ratio Undrained Strength
WOS IDWOS:000259889600096
Indexed ByCPCI-S
Language英语
Citation statistics
Cited Times:1[WOS]   [WOS Record]     [Related Records in WOS]
Document Type会议论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/25384
Collection力学所知识产出(1956-2008)
Corresponding AuthorWang SY
Recommended Citation
GB/T 7714
Wang SY,Lu XB,Wang SY. Post-cyclic Strength Degradation of Undisturbed and Remolded Marine Silty Clay[C]Proceedings Of The Eighteenth (2008) International Offshore And Polar Engineering Conference, Vol 2,2008:621-624.
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