A reliability-based framework using Markov chain Monte Carlo simulation for estimating the strength of intact rock
Uniaxial Compressive Strength (UCS) is a critical parameter in geotechnical and rock engineering applications, yet its direct measurement is time-consuming and resource demanding. This study proposes a probabilistic approach to UCS estimation using three key input parameters: Schmidt hammer rebound...
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| Autori principali: | , , , |
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| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
Elsevier
2026-07-01
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| Serie: | Journal of Rock Mechanics and Geotechnical Engineering |
| Soggetti: | |
| Accesso online: | http://www.sciencedirect.com/science/article/pii/S1674775525005864 |
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