An approach for undrained geotechnical problems accounting for the development of partial saturation (Q3698457)
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| Language | Label | Description | Also known as |
|---|---|---|---|
| English | An approach for undrained geotechnical problems accounting for the development of partial saturation |
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An approach for undrained geotechnical problems accounting for the development of partial saturation (English)
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1985
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coupled, time-dependent problems of transient flow of the pore
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liquid
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deformation of the soil skeleton
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consolidation analysis
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undrained or short-term analysis
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neutral and effective stress
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states
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displacement fields
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external loads
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drained or long term
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analysis
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pore fluid flow reached final state state
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transient
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effects terminated
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one phase analysis
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finite element analysis
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two-phase undrained problems
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development of partially saturated zones
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given lower limit in the pore pressure distribution
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linear complementarity
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step-by-step solution technique
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test problems
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