Calculation Method of Three-Dimensional Slope Safety Factor with Simultaneous Change of Height and Angle
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-023-02392-x.pdf
Reference23 articles.
1. Bell JM (1968) General slope stability analysis. J Soil Mech Foundations Div 94(6):1253–1270
2. Bishop AW (1955) The use of the slip circle in the stability analysis of slopes. Geotechnique 5(1):7–17
3. Chang M (2005) Three-dimensional stability analysis of the Kettleman Hills landfill slope failure based on observed sliding-block mechanism. Comput Geotech 32(8):587–599
4. Chen RH, Chameau JL (1982) Three-dimensional limit equilibrium analysis of slopes. Geotechnique 32(1):31–40
5. Chingchuan H, Chengchen T (2000) New method for 3D and asymmetrical slope stability analysis. J Geotech Geoenviron Eng 126:917–927
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