Critical geometric parameters of slope and their sensitivity analysis: a case study in Jilin, Northeast China

Author:

Chen Mo,Lu Wenxi,Xin Xin,Zhao Haiqing,Bao Xinhua,Jiang Xue

Funder

China Geological Survey Projects

Graduate Innovation Fund of Jilin University

Publisher

Springer Science and Business Media LLC

Subject

Earth-Surface Processes,Geology,Pollution,Soil Science,Water Science and Technology,Environmental Chemistry,Global and Planetary Change

Reference34 articles.

1. Ataei M, Bodaghabadi S (2008) Comprehensive analysis of slope stability and determination of stable slopes in the Chador-Malu iron ore mine using numerical and limit equilibrium methods. J China Univ Mining Technol 18:488–493

2. Byea AR, Bellb FG (2001) Stability assessment and slope design at sandsloot open pit, South Africa. Int J Rock Mech Min Sci 38:449–466

3. Carson M, Kirkby M (1972) Hilhlope form and process. Cambridge University Press, London

4. Chen D (1992) A new evaluation method of gravel soil shear strength. Site Invest Sci Technol 4:21–24

5. Chen Z (1999) The design of highway retaining wall. China Communications Press, Beijing

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