A Three-Dimensional Analysis Method for the Stability against Deep Sliding of Concrete Dam on Rock Foundation with Mud Layers
2013 ◽
Vol 774-776
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pp. 48-53
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With the limit equilibrium method for the rigid body, this paper deduces a three-dimensional analysis method for the stability against sliding of concrete dam on rock foundations with mud layers on the basis of the stability against sliding of wedge. The engineering practices show that it is economical and reasonable to apply the method given here to the analysis for the stability of concrete dam foundation with mud layers in the case that the dam axis being not parallel to the strike of mud layers.
2010 ◽
Vol 148-149
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pp. 702-706
1990 ◽
Vol 27
(12)
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pp. 1126-1137
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1993 ◽
Vol 140
(3)
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pp. 297-308
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2020 ◽
Vol 571
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pp. 012058
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1993 ◽
Vol 30
(6)
◽
pp. 603-607
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2008 ◽
Vol 20
(2)
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pp. 249-256
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