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    Coupled Probabilistic and Numerical Limit Analysis for Stability Assessment of Rock Tunnels Considering Uncertainties of Input Rock Properties

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 006::page 04026090-1
    Author:
    Sahu, Spandan
    ,
    Tiwari, Gaurav
    ,
    Sahoo, Jagdish Prasad
    DOI: 10.1061/IJGNAI.GMENG-12396
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This study presents a stability analysis of circular tunnels in rock masses following the generalized Hoek–Brown (GHB) yield criterion with uncertain rock properties. Hybrid second-order exponential cone programming (HSOECP) is proposed to ...
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      Coupled Probabilistic and Numerical Limit Analysis for Stability Assessment of Rock Tunnels Considering Uncertainties of Input Rock Properties

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313696
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    contributor authorSahu, Spandan
    contributor authorTiwari, Gaurav
    contributor authorSahoo, Jagdish Prasad
    date accessioned2026-08-20T20:56:09Z
    date available2026-08-20T20:56:09Z
    date copyright2026/03/24
    date issued2026
    identifier otherIJGNAI.GMENG-12396.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313696
    description abstractAbstract This study presents a stability analysis of circular tunnels in rock masses following the generalized Hoek–Brown (GHB) yield criterion with uncertain rock properties. Hybrid second-order exponential cone programming (HSOECP) is proposed to ...
    publisherAmerican Society of Civil Engineers
    titleCoupled Probabilistic and Numerical Limit Analysis for Stability Assessment of Rock Tunnels Considering Uncertainties of Input Rock Properties
    typeJournal Article
    journal volume26
    journal issue6
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-12396
    journal fristpage04026090-1
    journal lastpage04026090-20
    page20
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 006
    contenttypeFulltext
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