The Failure Characteristics and Evolution Mechanism of the Expansive Soil Trench Slope-Reference-Cited by-同舟云学术

The Failure Characteristics and Evolution Mechanism of the Expansive Soil Trench Slope

Published:2018-06-20 Issue: Volume: Page:
ISSN:
Container-title:PanAm Unsaturated Soils 2017
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Author:

Dai Zhangjun¹¹¹,Chen Shanxiong¹¹¹,Li Jian¹¹¹

Affiliation:

1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784481691.020

Reference16 articles.

1. Bin X. U. Yin Z. and Liu S. (2010). "Experimental study on strength of expansive soil under influence of cracks. " Water Resources and Hydropower Engineering.

2. Shear strength characteristic of fissure plane in expansive soil;Bo H.;American Society of Civil Engineers,2013

3. Direct shear test on shear strength of fissure-plane in expansive soil;Bo H. U.;Northwestern Seismological Journal.,2011

4. Treatment measures for expansive-soil canal slope of phase Ⅰ works of middle route project of s-n water diversion;Chen S.;Yangtze River.,2010

5. Chen S. X. and Chen S. Y. (2001). "Analysis of stability of unsaturated soil slope due to permeation of rainwater. " Rock and Soil Mechanics. (04).

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