Permeability evolution of grout infilled fractures subjected to triaxial compression with low confining pressure

Volume: 104, Pages: 103539 - 103539
Published: Oct 1, 2020
Abstract
Fractures in rock masses not only are main flow conduit for groundwater, but also provide planes of weakness on which further displacement can more readily occur. Grouting has been widely used to reduce the permeability of fractured rocks, as well as to improve the stability of fractured rocks. Therefore, fractures infilled with grout appear extensively in practice, and may be subjected to different in-situ stress conditions during the...
Paper Details
Title
Permeability evolution of grout infilled fractures subjected to triaxial compression with low confining pressure
DOI
Published Date
Oct 1, 2020
Journal
Volume
104
Pages
103539 - 103539
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