Theory of Linear Poroelasticity with Applications to Geomechanics and Hydrogeology¶
Wang. (2001). Theory of Linear Poroelasticity with Applications to Geomechanics and Hydrogeology. Princeton University Press.
Cited by¶
1 citation across 1 artifact.
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Domain-specific¶
- Subsidence
- Predictive, on the final settlement and on compounding hazard. The upper-versus-lower-bound argument predicts magnitude: Terzaghi's one-dimensional consolidation as a lower bound and three-dimensional coupled poromechanics as an upper bound bracket the same ultimate settlement at infinite time
This sourceThe linear-poroelasticity framework, specialised to different geometries and applied to geomechanics, groundwater withdrawal and petroleum extraction.
Supported in partVerified against the publisher's abstract
“The theory of linear poroelasticity describes the interaction between mechanical effects and adding or removing fluid from rock.”
- Predictive, on the final settlement and on compounding hazard. The upper-versus-lower-bound argument predicts magnitude: Terzaghi's one-dimensional consolidation as a lower bound and three-dimensional coupled poromechanics as an upper bound bracket the same ultimate settlement at infinite time
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Registry ID ref:45f53db459d5 · see in the full table