Hydraulic-mechanical properties of loess and its behavior when subjected to infiltration-induced wetting-Reference-Cited by-同舟云学术

Hydraulic-mechanical properties of loess and its behavior when subjected to infiltration-induced wetting

Published:2016-09-21 Issue:1 Volume:77 Page:385-397
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Liang Changyu,Cao Chunshan,Wu Shuren

Funder

“Twelfth Five-Year” National Science and Technology Pillar Program

Scientific Research Fund of the Institute of Geomechanics, CAGS

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/article/10.1007/s10064-016-0943-x/fulltext.html

Reference36 articles.

1. British Standard Institution (1990) Methods of test for soils for civil engineering purposes. BS 1377

2. Chen J, Gong X, Wang M (2006) A fractal-based soil–water characteristic curve model for unsaturated soils. Adv Unsaturated Soil Seepage Environ Geotech, pp 55–61. doi: 10.1061/40860(192)3

3. Chen ZH, Fang XW, Zhu YQ, QinB Wei XW, Yao ZH (2009) Research on meo-structures and their evolution laws of expansive soil and loess. Rock Soil Mech 30(1):1–11 (in Chinese)

4. Chen CL, Zhu F, Li LL, Cao ZM (2015) Soil–water characteristics of unsaturated undisturbed loess under confined compression condition. Chin J Rock Mech Eng 30(3):610–615 (in Chinese)

5. Childs EC (1969) An introduction to physical basis of soil water phenomena. Wiley, London

Cited by 38 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Settlement Foundations by Exploring the Collapse of Unsaturated Soils;Applied Sciences;2024-08-30

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. Quantitative evaluation of landslide hazard under the coupling of water and earthquake: a case of co seismic landslides induced by the 2013 Mw6.6 Minxian-zhangxian earthquake;Bulletin of Engineering Geology and the Environment;2024-06-28

4. Influence of dry density and wetting–drying cycles on the soil–water retention curve of compacted loess: experimental data and modeling;Acta Geotechnica;2024-06-18

5. An effective stress-based DSC model for predicting hydromechanical shear behavior of unsaturated collapsible soils subjected to initial shear stress;Journal of Rock Mechanics and Geotechnical Engineering;2024-06