Effect of locally accumulated crushed stone soil on the infiltration of intense rainfall: a case study on the reactivation of an old deep landslide deposit-Reference-Cited by-同舟云学术

Effect of locally accumulated crushed stone soil on the infiltration of intense rainfall: a case study on the reactivation of an old deep landslide deposit

Published:2019-01-12 Issue:7 Volume:78 Page:4833-4849
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Tu Guoxiang,Huang Da,Huang Runqiu,Deng Hui

Funder

National Natural Science Foundation of China

Independent Subject Foundation of SKLGP

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s10064-019-01460-y.pdf

Reference35 articles.

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3. Chen KT, Wu JH (2018) Simulating the failure process of the Xinmo landslide using discontinuous deformation analysis. Eng Geol 239:269–281

4. Chen W, Mo H, Chen L (2009) Study on rainfall infiltration process and the biggest infiltration depth for unsaturated soil slope. Min Metall Eng 29(6):13–16

5. Cho SE, Lee SR (2001) Instability of unsaturated soil slopes due to infiltration. Comput Geotech 28:185–208

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