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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Detalhes bibliográficos

Principais autores:	Md Shayan Sabri, Amit Kumar Verma, Krzysztof Sternik, T.N. Singh
Formato:	Artigo
Idioma:	Inglês
Publicado em:	Elsevier 2026-07-01
coleção:	Journal of Rock Mechanics and Geotechnical Engineering
Assuntos:	Regression Unconfined compressive strength K-S test Monte Carlo simulation Markov chain Monte Carlo Reliability
Acesso em linha:	http://www.sciencedirect.com/science/article/pii/S1674775525005864
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