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New criterion for rock joints based on three-dimensional roughness parameters |
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| Affiliation: | [1]School of Civil Architectural Engineering, Wuhan University, Wuhan 430072, China; [2]Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China |
| Abstract: | rock joint shear behavior peak shear strength three-dimensional roughness parameter |
| Keywords: | rock joint shear behavior peak shear strength three-dimensional roughness parameter |
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