Toward a sound understanding of a large-scale landslide at a mine waste dump, Anshan, China

Author:

Sun Shu-wei,Liu Liu,Yang Zhao-xi,Fu Xin-yu

Funder

National Key Research and Development Plan

National Natural Science Fund of China

Fundamental Research Funds for the Central Universities

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference51 articles.

1. Al-Homoud AS, Tubeileh TK (1998) Analysis and remedies of landslides of cut slopes due to the presence of weak cohesive layers within stronger formations. Environ Geol 33(4):299–311

2. American Society for Testing and Materials (1994) Annual Book of ASTM standard. Standard test methods for laboratory determination of particle size analysis of soil, D 421, 04008, ASTM International, West Conshohocken Philadephia

3. American Society for Testing and Materials (2006) Standard practice for classification of soils for engineering purposes (ASTM D2487–06 2006). Annual Book of ASTM Standards, West Conshohocken

4. Bahadur RP, Sudeep M (2013) Overburden dump slope stability: a case study at coal mine. B Tech thesis. National Institute of Technology, Rourkela, Odisha-769008

5. Bao YD, Han XD, Chen JP, Zhang W, Zhan JW, Sun XH, Chen MH (2019a) Numerical assessment of failure potential of a large mine waste dump in Panzhihua City, China. Eng Geol 253:171–183

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