循环荷载作用下粘土应变速率试验研究

被引：31

作者：

蒋军

机构：

[1] 浙江大学土木系浙江杭州

来源：

关键词：

超固结粘土; 循环应力比; 循环荷载; 循环载荷; 应变速率; 应变率; 试验研究;

D O I：

暂无

中图分类号：

TU411 [实验室试验（室内土工试验）];

学科分类号：

摘要：

引用

页码：528 / 531

页数：4

共 4 条

[1]

Behaviours of low embankments on soft grounds during train passage. Tarumi N,Sunaga M. Proc JSCF . 1988

[2]

Cyclic strength and deformation of normally consolidated clay. Yasuhara K,Yamanouchi T,Hirao K. Soils and Foundations . 1982

[3]

Effects of drainage in repeated loading of clays. France J W,Sangrey D A. American Society of Continuing Education . 1977

[4]

Bearing capacity for foundations with cyclic loads. Andersen K H,Lauritzsen R. American Society of Continuing Education . 1988