The influence of thawing and consolidation conditions on the deformation properties of thawing soils

被引：3

作者：

Kotov P.I. ^{[1
]}

Roman L.T. ^{[1
]}

Tsarapov M.N. ^{[1
]}

机构：

[1] Department of Geology, Moscow State University, Moscow

来源：

Moscow University Geology Bulletin | 2017年 / 72卷 / 2期

关键词：

compression coefficient; plane-parallel and three-dimensional thawing; thawing coefficient; thawing soils;

D O I：

10.3103/S014587521702003X

中图分类号：

学科分类号：

摘要：

The results of laboratory studies of the effects of thawing conditions (plane-parallel or three dimensional) on the deformation characteristics (thawing and compression coefficients) of thawing soils (sand, sandy loam, and clay loam) with preset physical properties of massive and layered cryogenic textures are presented. It was found that the values of the thawing coefficient are greater for three-dimensional thawing, whereas those of the compression coefficient are larger for plane-parallel thawing. These data made it possible to establish that the deformation characteristics of thawing soils can be determined experimentally irrespective of thawing conditions. © 2017, Allerton Press, Inc.

引用

页码：153 / 158

页数：5

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