Analytical modeling of the shear behavior of rock joints with two-order asperity dilation and degradation
Stability evaluation of rock structures requires a reliable model to assess the shear behavior of rock joints. This study reports an analytical model to predict the complete shear process of rock joints, and particularly considers the nonlinear shear behavior with two-order asperity dilation and deg...
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| Main Authors: | , , |
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| 其他作者: | |
| 格式: | Article |
| 語言: | English |
| 出版: |
2021
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| 主題: | |
| 在線閱讀: | https://hdl.handle.net/10356/154446 |
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| 機構: | Nanyang Technological University |
| 語言: | English |