Undrained creep susceptibility of clays

被引：0
|
作者：
Lacasse, Suzanne [1 ]
Berre, Torav [1 ]
机构：
[1] Norwegian Geotech Inst, Int Ctr Geohazards, N-0806 Oslo, Norway
来源：
Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Vols 1-5: GEOTECHNOLOGY IN HARMONY WITH THE GLOBAL ENVIRONMENT | 2005年
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
The paper reviews the different components of settlement and essential concepts of undrained creep of saturated clays. The results of triaxial and simple shear undrained creep tests on a Norwegian clay are compared to the results reported in the literature. The undrained characteristics are assembled in a creep susceptibility diagram and analysed as a function of the behaviour of other materials known to be creep susceptible. A procedure to estimate the creep susceptibility of a clay in practice is proposed.
引用
收藏
页码：531 / 536
页数：6
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