Variability of permeability and seepage characteristics in soil landslides: a test case in the Three Gorges Reservoir Area, China
Author:
Affiliation:
1. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, 610059, China
2. Facultad de Ingenieria y Ciencias, Universidad Diego Portales, Santiago 8370003, Chile
Abstract
Funder
Key Scientific Project of TGR
National Natural Science Funds for Creative Research Groups of China
Key Project of Applied Basic Research of Sichuan Province
Publisher
IWA Publishing
Subject
Water Science and Technology
Link
http://iwaponline.com/ws/article-pdf/19/8/2453/663070/ws019082453.pdf
Reference24 articles.
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3. In-situ double-ring infiltration test of soil–rock mixture;J. Yangtze River Sci. Res. Inst.,2012
4. Seepage characteristics and mitigation measures of a gravel soil landslide;Rock Soil Mech.,2016
5. Effects of the spatial variability of saturated permeability on the slope stability;J. Chongqing Univ,2017
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