Hybrid method of limit equilibrium and finite element internal force for analysis of arch dam stability against sliding
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Engineering,General Materials Science
Link
http://link.springer.com/content/pdf/10.1007/s11431-011-4312-5.pdf
Reference20 articles.
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2. Yu X, Zhou Y F, Peng S Z. Stability analyses of dam abutments by 3D elasto-plastic finite-element method: A case study of Houhe gravity-arch dam in China. Int J Rock Mech Mining Sci, 2005, 42(3): 415–430
3. Bishop A W. The use of the slip circle in stability analysis of slopes. Geotechnique, 1955, 5(1): 7–17
4. Morgenstern N R, Price V E. The analysis of stability of general slip surfaces. Geotechnique, 1965, 15(1): 79–93
5. Spencer E. A method of analysis of the stability of embankments assuming parallel inter-slice forces. Geotechnique, 1967, 17(1): 11–26
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