Fibrin
发表于 2025-3-25 03:29:41
Non-linear behaviour in the deformation and localization analysis of unsaturated soilsulting system of strongly coupled differential-algebraic equations (DAE) is solved by use of the finite element tool PANDAS. Furthermore, several initial boundary-value problems are presented demonstrating the efficiency of the overall formulation.
Colonnade
发表于 2025-3-25 10:50:04
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温室
发表于 2025-3-25 14:05:13
Inspection of excess pressure propagation in the zone of gas entrapment below the capillary fringed set in 2D FE-model based on Richards equation. The extended model accounting for gas entrapment was evaluated against an explicit 2-phase model, laboratory experiments and field observations. The approach presented enables the inspection of the effect of gas entrapment on pressure propagation cons
discord
发表于 2025-3-25 18:39:42
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小淡水鱼
发表于 2025-3-25 23:20:55
Conference proceedings 20051st editionchnical engineering and to discuss about the problems associated with the unsaturated soils. Doing so the objectives of these lecture notes are as follows: - to promote unsaturated soil mechanics for practical application, - to exchange experiences in experimental unsaturated soil mechanics and nume
Ballerina
发表于 2025-3-26 04:06:03
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stress-test
发表于 2025-3-26 07:01:22
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使高兴
发表于 2025-3-26 10:25:28
The influence of hydraulic hysteresis on unsaturated soils FE analysesl the construction stages and the impounding of an ideal dike. The differences produced by hydraulic hysteresis in the distribution of pore water pressure, displacement and stress fields are discussed.
用肘
发表于 2025-3-26 13:23:42
State parameters for unsaturated soils, basic empirical conceptsm is to incorporate the state parameters of sand and the equivalent stress of fine grained soils. For this reason some modified approaches are presented and requirements for further experimental investigations are specified.
哄骗
发表于 2025-3-26 19:52:36
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