Seepage analysis based on the unified unsaturated soil theory
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Publication:5935639
DOI10.1016/S0093-6413(01)00151-3zbMath0969.74560OpenAlexW2074051453MaRDI QIDQ5935639
Jianhong Zhang, Zuyu Chen, Qianjun Xu
Publication date: 1 October 2001
Published in: Mechanics Research Communications (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/s0093-6413(01)00151-3
Hydrology, hydrography, oceanography (86A05) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10)
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Element integration method for upper bound limit analysis ⋮ A temperature-driven strength reduction method for slope stability analysis ⋮ Application of NEM in seepage analysis with a free surface ⋮ One-dimensional vacuum steady seepage model of unsaturated soil and finite difference solution ⋮ A new second-order numerical manifold method model with an efficient scheme for analyzing free surface flow with inner drains ⋮ Shakedown analysis of a slope with cyclic groundwater level
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