Mechanisms of wetting-induced loess slope failures

Author:

Wang Jiading,Zhang Dengfei,Wang Nianqin,Gu Tianfeng

Funder

National Natural Science Foundation of China

Certificate of China Postdoctoral Science Foundation

National Key research and development plan

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference53 articles.

1. Brand EW (1981) Some thoughts on rainfall induced slope failures. Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, A.A. Balkema, Brookfield, Vt., pp 373–376

2. Chen H, Lee CF, Law KT (2004) Causative mechanisms of rainfall-induced fill slope failures. J Geotech Geoenviron 130(6):593–602

3. Chen CL, Zhang DF, Dong YZ et al (2014) Suction and mechanical behaviours of unsaturated intact loess from constant water content triaxial tests. Chin J Geotech Eng 36(7):1195–1202

4. Chen CL, Zhang DF, Zhang J, Zhang WB (2017) Compression and wetting deformation behavior of intact loess under isotropic stresses. Chin J Rock Mech Eng 36(7):1736–1747

5. Chen G, Meng X, Qiao L, Zhang Y, Wang S (2018) Response of a loess landslide to rainfall: observations from a field artificial rainfall experiment in Bailong River basin, China. Landslides 15(5):895–911

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