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Title: A new shear strength criterion of three-dimensional rock joints
Authors: Li, Yingchun
Tang, Chun'an
Li, Danqi
Wu, Chuangzhou
Keywords: Engineering::Civil engineering
Issue Date: 2020
Source: Li, Y., Tang, C., Li, D. & Wu, C. (2020). A new shear strength criterion of three-dimensional rock joints. Rock Mechanics and Rock Engineering, 53(3), 1477-1483.
Journal: Rock Mechanics and Rock Engineering
Abstract: The presence of rock joints substantially reduces the rock mass strength. The deformability and stability of natural and engineered rock structures, such as rock slopes and underground caverns, are highly afected by rock joints along which sliding can easily occur. Natural rock joints are inherently rough with randomly distributed asperities that control the shear behaviour. Predicting the shear strength of rough rock joints is crucial for the stability analysis and support design of rock-engineering structures.
ISSN: 0723-2632
DOI: 10.1007/s00603-019-01976-5
Schools: School of Civil and Environmental Engineering 
Rights: © 2019 Springer-Verlag GmbH Austria, part of Springer Nature. All rights reserved.
Fulltext Permission: none
Fulltext Availability: No Fulltext
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