Dynamic Stability of Sandy-Soil Mass with Depth-Dependent Liquefaction Potential

被引：0
|
作者：
Ter-Martirosyan, A. Z. [1 ]
Sobolev, E. S. [1 ]
Angelo, G. O. [1 ]
Shebunyaev, A. N. [1 ]
机构：
[1] Natl Res Moscow State Civil Engn Univ NRU MGSU, Moscow, Russia
来源：
SOIL MECHANICS AND FOUNDATION ENGINEERING | 2023年 / 60卷 / 04期
关键词：
RESISTANCE;
D O I：
10.1007/s11204-023-09894-z
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
A method of predicting the stress-strain state of soil foundations under a dynamic response based on a liquefaction potential is analyzed. Laboratory studies of sandy water-saturated soils under the conditions of dynamic triaxial compression were performed. It is demonstrated that the use of an 'average' liquefaction potential for a layer regardless of its thickness effects an unreasonably optimistic assessment of the stability of a soil mass.
引用
收藏
页码：297 / 303
页数：7
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