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contributor authorBažant, Zdeněk P.
contributor authorTay Nguyen, Anh
date accessioned2023-11-29T18:51:40Z
date available2023-11-29T18:51:40Z
date copyright8/7/2023 12:00:00 AM
date issued8/7/2023 12:00:00 AM
date issued2023-08-07
identifier issn0021-8936
identifier otherjam_90_12_121002.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4294421
description abstractGeneration of a large network of hydraulic cracks is of key importance not only for the success of fracking of shale but also for the recent scheme of sequestration of CO2 in deep formations of basalt and peridotite, which are mafic and ultramafic rocks that combine chemically with CO2. In numerical simulation of the creation of a fracture network in porous rock, an important goal is to enhance the rock permeability. The objective of this article is to calculate the effect of osmotic pressure gradients caused by gradients of concentration of the ions of Ca, Mg, Na, etc. on the effective permeability of the rock. The basic differential equations are formulated, and their explicit solutions for appropriate initial and boundary conditions are obtained under certain plausible simplifications. The main result is explicit approximate formulas for the critical time before which no water permeation through a test specimen can be observed. Depending on various parameters, this time can be unacceptably long, which is manifested as a zero water outflow. The solution may also explain the unreasonably small permeability values reported for some shales.
publisherThe American Society of Mechanical Engineers (ASME)
titleOsmotic Pressure Gradient Effects on Water Diffusion in Porous Rock: Can They Pervert Permeability Tests?
typeJournal Paper
journal volume90
journal issue12
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.4063030
journal fristpage121002-1
journal lastpage121002-6
page6
treeJournal of Applied Mechanics:;2023:;volume( 090 ):;issue: 012
contenttypeFulltext


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