SWELLING PARAMETERS OF CLAYEY SOILS

S. R. Meschyan

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SWELLING PARAMETERS OF CLAYEY SOILS

机译：黏土的溶胀参数

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摘要

The behavior of swelling soils subject to unidirectional deformation is discussed. Determination of swelling parameters by the method of single-specimen testing is proposed.

机译：讨论了单向变形的膨胀土的行为。提出了用单试样试验方法确定溶胀参数的方法。

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《Soil mechanics and foundation engineering 》 |2006年第2期| p.41-46| 共6页
作者
S. R. Meschyan;
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作者单位

Institute of Mechanics and Geologic Sciences, Armenian Academy of Sciences;

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原文格式 PDF
正文语种 eng
中图分类建筑施工 ;
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SWELLING PARAMETERS OF CLAYEY SOILS

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