A review of shear and tensile strengths of the Malan Loess in China-Reference-Cited by-同舟云学术

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A review of shear and tensile strengths of the Malan Loess in China

Published:2018-03 Issue: Volume:236 Page:4-10
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Li Yanrong^ORCID

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference34 articles.

1. The Strength Property of Loess in Lanzhou Area;Cao,2005

2. Experimental Study of Dependence of Loess Strength on Water Content;Cheng,2009

3. Effects of water content on the shear strength of Q3 loess in north Shaanxi;Cheng;Constr. Technol.,2009

4. Landslide types and processes;Cruden,1996

5. Structure strength and shear strength of unsaturated loess;Dang;Shui Li Xue Bao,2001

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2. Earth fissures induced by water infiltration in collapsible loess: predictions based on a cantilever beam rotation failure mode;Bulletin of Engineering Geology and the Environment;2024-07-31

3. Study on the tensile characteristics of Brazilian split in remolded loess based on resistivity and DIC techniques;Environmental Earth Sciences;2024-05-31

4. Stability analysis of unsaturated loess slopes subjected to extreme rainfall incorporating creep effects;Computers and Geotechnics;2024-05

5. Crack mechanism of ground fissures in loess layer of Fenwei Basin, China;Journal of Mountain Science;2024-05

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