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

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：

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.

引用

页码：2587 / 2590

页数：4

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