3D limit analysis of rock slopes based on equivalent linear failure criterion with tension cut-off
Hoek-Brown (HB) failure criterion is widely used to predict the strength of intact or heavily jointed rock mass. For stability analysis of rock slopes governed by the HB failure criterion, the equivalent linearity to Mohr-Coulomb (MC) criterion is often adopted, leading to the well-known equivalent...
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| 主要な著者: | , , , , |
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| フォーマット: | Artigo |
| 言語: | Inglês |
| 出版事項: |
Elsevier
2023-12-01
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| シリーズ: | Journal of Rock Mechanics and Geotechnical Engineering |
| 主題: | |
| オンライン･アクセス: | http://www.sciencedirect.com/science/article/pii/S1674775523000677 |
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