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    Probability-Based Design of Reinforced Rock Slopes Using Coupled FORM and Monte Carlo Methods by Low, Bak K., Boon, Chia W.

    Published 2023
    “…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 a foundation on rock with a discontinuity plane. …”
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