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Stability analysis of jointed rock slope
| Content Provider | Scilit |
|---|---|
| Author | Ohtsuka, S. Doi, M. |
| Copyright Year | 2018 |
| Description | Stability analysis for jointed rock structure is developed by taking account of contact condition at cracks based on the lower bound theorem in plasticity. The applicability of the proposed method is examined through the comparisons with the upper bound calculations conducted by Tamura(1990). The analysis is applied to the stability assessment of jointed rock slopes where typical inherent failure modes might take place. The non-linear shear strength of crack against the confined stress is also introduced into the analysis. Book Name: Mechanics of Jointed and Faulted Rock |
| Related Links | https://content.taylorfrancis.com/books/download?dac=C2010-0-32596-0&isbn=9780203747810&doi=10.1201/9780203747810-80&format=pdf |
| Ending Page | 528 |
| Page Count | 6 |
| Starting Page | 523 |
| DOI | 10.1201/9780203747810-80 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2018-04-27 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Mechanics of Jointed and Faulted Rock Mining and Mineral Processing Stress Plasticity Structure Inherent Theorem Jointed Rock Slopes |
| Content Type | Text |
| Resource Type | Chapter |