Field model experiments and numerical analysis of rainfall-induced shallow loess landslides-Reference-Cited by-同舟云学术

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Field model experiments and numerical analysis of rainfall-induced shallow loess landslides

Published:2021-12 Issue: Volume:295 Page:106411
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Sun Ping,Wang Haojie,Wang Gang,Li Rongjian,Zhang Zhen,Huo Xuting

Funder

China Geological Survey

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference36 articles.

1. Hydrological factors affecting rainfall-induced shallow landslides: from the field monitoring to a simplified slope stability analysis;Bordoni;Eng. Geol.,2015

2. Response of a loess landslide to rainfall: observations from a field artificial rainfall experiment in bailong river basin, China;Chen;Landslides,2018

3. Standard for Engineering Classification of Soil (GB/T 50145-2007);China, M.O.W.R.O.T.P.S.R.O,2008

4. The mechanisms behind shallow failures in slopes comprised of landslide deposits;Cui;Eng. Geol.,2014

5. Geological hazards in loess terrain, with particular reference to the loess regions of China;Derbyshire;Earth Sci. Rev.,2001

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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. Extension mechanism and failure mode investigation on a fissured loess slope induced by loading;Bulletin of Engineering Geology and the Environment;2024-06-28

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