Short- and long-term slope stability

被引：0
|
作者：
Ter-Martirosyan Z.G. [1 ]
Proshin M.V. [1 ]
机构：
[1] Moscow State Civil Engineering University,
来源：
Soil Mechanics and Foundation Engineering | 2002年 / 39卷 / 2期
关键词：
slope stability; stress-strain state; quantitative estimation;
D O I：
10.1023/A:1016049029319
中图分类号：
学科分类号：
摘要：
Bases are presented for quantitative estimation of rates of creep displacements from results of rheologic testing of soil specimens in distortion and annular-shear devices, and also calculation of the stress-strain state of a slope by the finite-element method in an example of a creeping slope - Vorob'ev Hills in Moscow. Several zones where the degree of approximation to the limiting state is close to unity are noted from computational results. In these zones, the rate of creep displacements reaches 1.5 cm/year, which corresponds to results of field observations.
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页码：45 / 49
页数：4
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