Probabilistic geotechnical engineering analysis based on first order reliability method
Limit equilibrium engineering analysis needs the incorporation of probabilistic approaches for the determination of soil strength statistical measures for deterministic and probabilistic analyses. For the commonly used Mohr–Coulomb strength model, the uncertainty and the characteristic values of coh...
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| Format: | Article |
| Language: | English |
| Published: |
Gruppo Italiano Frattura
2019-09-01
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| Series: | Fracture and Structural Integrity |
| Subjects: | |
| Online Access: | https://www.fracturae.com/index.php/fis/article/view/2603 |
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