Long-term stability of slopes

被引：0
|
作者：
Ter-Martirosian, Z. G. [1 ]
Proshin, M. V. [1 ]
机构：
[1] Moscow State Civil Engn Univ, Moscow, Russia
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
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D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
In this article are presented new theological equations for clay soils, using dependence of speeds of soils' shear strains on a degree of approximation to a limiting condition. For tested versions of clay soils the above-stated dependence is represented as linear dependence of the natural logarithm of shear strains' speed on a degree of approximation to a limiting condition. On the basis of the offered dependence it is possible to carry out the forecast of long-term strains of soils' masses on known values of a degree of approximation to a limiting condition in various points of soils' mass.
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收藏
页码：2587 / 2590
页数：4
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