Dam foundation failure analysis. Discontinuum models and rock mass parameters
Identification of potential failure mechanisms defined by the rock mass discontinuities or the concrete-rock interface plays an important role in the safety assessment of concrete dam foundations. The paper presents instances of application of discrete elements deformable block models for analysis o...
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| Other Authors: | , |
| Format: | conferenceObject |
| Language: | eng |
| Published: |
2012
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| Subjects: | |
| Online Access: | http://repositorio.lnec.pt:8080/jspui/handle/123456789/1004098 |
| Country: | Portugal |
| Oai: | oai:localhost:123456789/1004098 |