1941
DOI: 10.1063/1.1712886
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General Theory of Three-Dimensional Consolidation

Abstract: The settlement of soils under load is caused by a phenomenon called consolidation, whose mechanism is known to be in many cases identical with the process of squeezing water out of an elastic porous medium. The mathematical physical consequences of this viewpoint are established in the present paper. The number of physical constants necessary to determine the properties of the soil is derived along with the general equations for the prediction of settlements and stresses in three-dimensional problems. Simple a… Show more

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Cited by 8,092 publications
(4,456 citation statements)
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“…Adsorption-induced deformation (swelling or shrinkage) of porous materials can be described in the frame of classical poromechanics. This theory describes the volumetric strain ϵ and shear strain e ij induced by the adsorption of fluid molecules at a pressure P. 14,25 For an elastic solid having an intrinsic porosity Φ 0 and submitted to small strains, the constitutive equations read …”
Section: Methodsmentioning
confidence: 99%
“…Adsorption-induced deformation (swelling or shrinkage) of porous materials can be described in the frame of classical poromechanics. This theory describes the volumetric strain ϵ and shear strain e ij induced by the adsorption of fluid molecules at a pressure P. 14,25 For an elastic solid having an intrinsic porosity Φ 0 and submitted to small strains, the constitutive equations read …”
Section: Methodsmentioning
confidence: 99%
“…But in our case, where we aim not only for deformation of the surface of the transport liquid but for it to continuously flow through the reversibly reconfigurable fluid-lined pore, the working pressure will also depend on the flow rate Q and viscosity  of the transport fluid, as P~Q/k 29 . Here k is the permeability of the membrane, which is related to the pore structure and size and also depends on the transmembrane pressure or flow rate 29,30 :where  is the porosity,  the tortuosity, d the mean pore size, and  the standard deviation of a porous membrane with distributed pore sizes (see Supplementary Information for detailed discussion). This relationship accurately predicts the gating pressure for water at a series of flow rates, both with and without the pore-filling liquid (Fig.2d, blue and red), and allows us to quantitatively determine how the performance of the system depends on the pore size, geometry, and gating liquid properties (Fig.S3, Tables S2-S3).…”
mentioning
confidence: 99%
“…But in our case, where we aim not only for deformation of the surface of the transport liquid but for it to continuously flow through the reversibly reconfigurable fluid-lined pore, the working pressure will also depend on the flow rate Q and viscosity  of the transport fluid, as P~Q/k 29 . Here k is the permeability of the membrane, which is related to the pore structure and size and also depends on the transmembrane pressure or flow rate 29,30 :…”
mentioning
confidence: 99%
“…Secondly, the gas extraction is usually accompanied by a small amount of water and sand, causing a certain contribution to the differences. Thirdly, as described by the poro-elastic theory [84], a decrease of underground gas pressure may counteract a certain subsurface volume change. Finally, the natural compaction of the gas reservoir is not considered in the study.…”
Section: Discussionmentioning
confidence: 99%