New criterion for rock joints based on three-dimensional roughness parameters

Volume: 21, Issue: 12, Pages: 4653 - 4659
Published: Jan 1, 2014
Abstract
The shear behavior of rock joints is important in solving practical problems of rock mechanics. Three group rock joints with different morphologies are made by cement mortar material and a series of CNL(constant normal loading) shear tests are performed. The influences of the applied normal stress and joint morphology to its shear strength are analyzed. According to the experimental results, the peak dilatancy angle of rock joint decreases with...
Paper Details
Title
New criterion for rock joints based on three-dimensional roughness parameters
Published Date
Jan 1, 2014
Journal
Volume
21
Issue
12
Pages
4653 - 4659
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