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Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards Volume 11, 2017 - Issue 2
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Original Articles

Bearing capacity of spatially random rock masses obeying Hoek–Brown failure criterion

Tamara Al-BittarFaculty of Engineering, Lebanese University, Tripoli, LebanonCorrespondence[email protected]
&
Abdul-Hamid SoubraFaculty of Engineering, University of Nantes, Saint-Nazaire, France
Pages 215-229 | Received 12 Jan 2016, Accepted 28 Aug 2016, Published online: 26 Sep 2016

Citations (7)

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Read on this site (1)

Gian Franco Napa-García, André Teófilo Beck & Tarcisio B. Celestino. (2018) Risk analysis of fractured rock mass underground structures. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 12:2, pages 123-134.
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Articles from other publishers (6)

Akshay Kumar & Gaurav Tiwari. (2023) Reliability assessment of deep excavations in spatially random cohesion weakening friction strengthening massive rocks: Application to nuclear repositories. Underground Space.
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Tianzheng Li, Qiujing Pan, Zhichao Shen & Wenping Gong. (2022) Probabilistic Stability Analysis of a Tunnel Face in Spatially Random Hoek–Brown Rock Masses with a Multi-Tangent Method. Rock Mechanics and Rock Engineering 55:6, pages 3545-3561.
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Ana Alencar, Ruben Galindo, Claudio Olalla Marañón & Svetlana Melentijevic. (2021) Bearing Capacity of Footings on Rock Masses Using Flow Laws. Applied Sciences 11:24, pages 11829.
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E. El Haber, C. Cornou, D. Jongmans, D. Youssef Abdelmassih, F. Lopez-Caballero & T. AL-Bittar. (2019) Influence of 2D heterogeneous elastic soil properties on surface ground motion spatial variability. Soil Dynamics and Earthquake Engineering 123, pages 75-90.
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Tamara Al-Bittar, Abdul-Hamid SoubraJawad Thajeel. (2018) Kriging-Based Reliability Analysis of Strip Footings Resting on Spatially Varying Soils. Journal of Geotechnical and Geoenvironmental Engineering 144:10.
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Bhardwaj Pandit, Gaurav Tiwari, Gali Madhavi Latha & G. L. Sivakumar Babu. (2018) Stability Analysis of a Large Gold Mine Open-Pit Slope Using Advanced Probabilistic Method. Rock Mechanics and Rock Engineering 51:7, pages 2153-2174.
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