Experimental study on deformation and strength property of compacted loess

被引：20

作者：

Mei, Yuan ^{[1
]}

Hu, Chang-Ming ^{[1
]}

Yuan, Yi-Li ^{[1
]}

Wang, Xue-Yan ^{[1
,2
]}

Zhao, Nan ^{[1
]}

机构：

[1] Xian Univ Architecture & Technol, Coll Civil Engn, Xian, Peoples R China

[2] Xian Polytech Univ, Coll Environm & Chem Engn, Xian, Peoples R China

来源：

GEOMECHANICS AND ENGINEERING | 2016年 / 11卷 / 01期

基金：

中国国家自然科学基金;

关键词：

compacted loess; shear strength; deformation property; deformation correction formula; SHEAR-STRENGTH; COLLAPSE BEHAVIOR; COMPRESSION; EMBANKMENTS; SETTLEMENT; SOILS;

D O I：

10.12989/gae.2016.11.1.161

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A series of experimental studies are conducted on the deformation and shear strength property of compacted loess. The results reveal that the relationships of both the initial moisture content (w) and the initial degree of compaction (K) of compacted loess with cohesion (w) and the angle of internal friction (phi) are linear. The relationship between the secant modulus (E-soi) and K is also linear. The relationship between E-soi and w can be fitted well by a second-order polynomial. Further, when the influences of w and K are ignored, the relationship between the confined compression strain (epsilon) and vertical pressure (p) can be expressed by a formula. A correction formula for the deformation of compacted loess caused by a change in w and K is derived on the basis of the study results.

引用

页码：161 / 175

页数：15

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