Investigation of the stability and failure mechanism of slopes in Xiyu conglomerate due to toe erosion

Author:

Zhang Qiang,Zheng YanniORCID,Jia Chaojun,Sun Ping,Li Wenxin

Funder

Open Research Fund of State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin

National Natural Science Foundation of China-Yalong River Joint Fund Key Project

the IWHR Research program

Central South University Autonomous Exploration Project

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference40 articles.

1. 50266–2013 GT (2013) Standard for test methods of engineering rock mass. GB/T 50266–2013, Ministry of Housing and Urban-Rural Construction of the People’s Republic of China, Beijing, China, 41–43.

2. Çevik E, Topal T (2003) GIS-based landslide susceptibility mapping for a problematic segment of the natural gas pipeline, Hendek (Turkey). Environ Geol 44(8):949–962

3. Chang J, Kan Y, Wang Y, Huang Q, Chen L (2017) Conjunctive operation of reservoirs and ponds using a simulation-optimization model of irrigation systems. Water Resour Manage 31(3):995–1012

4. Chen H, Dadson S, Chi Y-G (2006) Recent rainfall-induced landslides and debris flow in northern Taiwan. Geomorphology 77(1):112–125

5. China M, o. W. R. o. t. P. s. R. o. (2007) Design code for engineered slopes in water resources and hydropower projects (SL 386–2007). China Standards Press, Beijing

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