Probability-Based Design of Reinforced Rock Slopes Using Coupled FORM and Monte Carlo Methods
The efficiency of the first-order reliability method (FORM) and the accuracy of Monte Carlo simulations (MCS) are coupled in probability-based designs of reinforced rock slopes, including a Hong Kong slope with exfoliation joints. Load–resistance duality is demonstrated and resolved automatically in...
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| Format: | Article |
| Language: | English |
| Published: |
Springer Vienna
2023
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| Online Access: | https://hdl.handle.net/1721.1/152935 |