Stability assessment of a high rock slope by strength reduction finite element method
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/content/pdf/10.1007/s10064-014-0698-1.pdf
Reference30 articles.
1. Bishop AW (1955) The use of the sliding circle in the stability analysis of slopes. Géotechnique 5:7–17
2. Chen ZY, Morgenstern NR (1983) Extensions to the generalized method of slices for stability analysis. Can Geotech J 20(1):104–109
3. Chen ZY, Wang XG, Haberfield C (2001) A three-dimensional slope stability analysis method using the upper bound theorem part I: theory and methods. Int J Rock Mech Min Sci 38:369–378
4. Cheng YM, Yip CJ (2007) Three-Dimensional asymmetrical slope stability analysis extension of Bishop’s, Janbu’s, and Morgenstern–Price’s techniques. J Geotech Geoenviron Eng 133(12):1544–1555
5. Cheng YM, Lansivaara T, Wei WB (2007) Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods. Comput Geotech 34:137–150
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