Creep behaviour of saturated clay subjected to cyclic loading in plain strain condition
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This study investigated the creep rate for OC clay under plain strain condition through laboratory tests, and a new simple empirical correlation between the creep rate and the degree of overconsolidation and principal stress ratio was proposed.
Nội dung trích xuất từ tài liệu:
Creep behaviour of saturated clay subjected to cyclic loading in plain strain condition
Nội dung trích xuất từ tài liệu:
Creep behaviour of saturated clay subjected to cyclic loading in plain strain condition
Tìm kiếm theo từ khóa liên quan:
Civil engineering Clayey soils Creep behavior Overconsolidation ratio Secondary consolidation Cyclic loadingGợi ý tài liệu liên quan:
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