Setting soil strength parameters for slope stability calculations

被引：0
|
作者：
Fomenko, I. K. [1 ]
Kurguzov, K., V [1 ]
Zerkal, O., V [2 ]
Sirotkina, O. N. [2 ]
机构：
[1] Ordzhonikidze Russian State Geol Prospecting Univ, Moscow, Russia
[2] Moscow MV Lomonosov State Univ, Moscow, Russia
来源：
GEOTECHNICS FUNDAMENTALS AND APPLICATIONS IN CONSTRUCTION: NEW MATERIALS, STRUCTURES, TECHNOLOGIES AND CALCULATIONS | 2019年 / 2卷
关键词：
SHEAR-STRENGTH;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A paradigm shift is emerging in Russia's present-day geotechnical engineering in response to the need for wider application of the concept of nonlinearity of soil deformation and strength performance. Recognizing this need will have serious consequences for all the aspects of engineering-geological studies. The article deals with the diversity and the complexity of selecting the optimal failure criterion when assessing slope stability. Descriptions are given of the most commonly used soil strength models and among them classical Mohr-Coulomb model and its modifications.
引用
收藏
页码：59 / 64
页数：6
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