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Tiwari, Gaurav, Pandit, Bhardwaj, Latha Gali, Madhavi, Sivakumar Babu, G. L. (2018) Analysis of Tunnel Support Requirements Using Deterministic and Probabilistic Approaches in Average Quality Rock Mass. International Journal of Geomechanics, 18. 4018017pp. doi:10.1061/(asce)gm.1943-5622.0001113

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Reference TypeJournal (article/letter/editorial)
TitleAnalysis of Tunnel Support Requirements Using Deterministic and Probabilistic Approaches in Average Quality Rock Mass
JournalInternational Journal of Geomechanics
AuthorsTiwari, GauravAuthor
Pandit, BhardwajAuthor
Latha Gali, MadhaviAuthor
Sivakumar Babu, G. L.Author
Year2018 (April)Volume18
PublisherAmerican Society of Civil Engineers (ASCE)
DOIdoi:10.1061/(asce)gm.1943-5622.0001113Search in ResearchGate
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Mindat Ref. ID8371025Long-form Identifiermindat:1:5:8371025:6
GUID0
Full ReferenceTiwari, Gaurav, Pandit, Bhardwaj, Latha Gali, Madhavi, Sivakumar Babu, G. L. (2018) Analysis of Tunnel Support Requirements Using Deterministic and Probabilistic Approaches in Average Quality Rock Mass. International Journal of Geomechanics, 18. 4018017pp. doi:10.1061/(asce)gm.1943-5622.0001113
Plain TextTiwari, Gaurav, Pandit, Bhardwaj, Latha Gali, Madhavi, Sivakumar Babu, G. L. (2018) Analysis of Tunnel Support Requirements Using Deterministic and Probabilistic Approaches in Average Quality Rock Mass. International Journal of Geomechanics, 18. 4018017pp. doi:10.1061/(asce)gm.1943-5622.0001113
In(n.d.) International Journal of Geomechanics Vol. 18. American Society of Civil Engineers (ASCE)

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Pandit, Bhardwaj, Tiwari, Gaurav, Latha, Gali Madhavi, Sivakumar Babu, G. L. (2018) Stability Analysis of a Large Gold Mine Open-Pit Slope Using Advanced Probabilistic Method. Rock Mechanics and Rock Engineering, 51 (7). 2153-2174 doi:10.1007/s00603-018-1465-6
Pandit, Bhardwaj, Tiwari, Gaurav, Latha, Gali Madhavi, Babu, G. L. Sivakumar (2019) Probabilistic Characterization of Rock Mass from Limited Laboratory Tests and Field Data: Associated Reliability Analysis and Its Interpretation. Rock Mechanics and Rock Engineering, 52 (9). 2985-3001 doi:10.1007/s00603-019-01780-1
Pan, Qiujing, Dias, Daniel (2018) Probabilistic Analysis of a Rock Tunnel Face Using Polynomial Chaos Expansion Method. International Journal of Geomechanics, 18. 4018013pp. doi:10.1061/(asce)gm.1943-5622.0001116
Ering, Pinom, Babu, G. L. Sivakumar (2018) Numerical Analysis of MSW Effects on Interface Behavior of Lined Landfill System. International Journal of Geomechanics, 18. 6018008pp. doi:10.1061/(asce)gm.1943-5622.0001140
Tiwari, Gaurav, Kumar, Akshay, Gali, Madhavi Latha (2024) Velocity-Weakening Tendency in Rate-Dependent Strength Behavior of Soft Rock-Like Joints. International Journal of Geomechanics, 24 (1) doi:10.1061/ijgnai.gmeng-8832
Maheshwari, Priti, Babu, G. L. Sivakumar (2017) Nonlinear Deformation Analysis of Geocell Reinforcement in Pavements. International Journal of Geomechanics, 17. 4016144pp. doi:10.1061/(asce)gm.1943-5622.0000854
Ering, Pinom, Sivakumar Babu, G. L. (2016) Slope Stability and Deformation Analysis of Bangalore MSW Landfills Using Constitutive Model. International Journal of Geomechanics, 16. 4015092pp. doi:10.1061/(asce)gm.1943-5622.0000587
Pandit, Bhardwaj, Sivakumar Babu, G.L. (2021) Probabilistic stability assessment of tunnel-support system considering spatial variability in weak rock mass. Computers and Geotechnics, 137. 104242pp. doi:10.1016/j.compgeo.2021.104242
Qiu, Wenge, Huang, Guang, Zhou, Huichao, Xu, Weiping (2018) Seismic Vulnerability Analysis of Rock Mountain Tunnel. International Journal of Geomechanics, 18. 4018002pp. doi:10.1061/(asce)gm.1943-5622.0001080
Sivakumar Babu, G. L., Srivastava, Amit, Nanjunda Rao, K. S., Venkatesha, S. (2011) Analysis and Design of Vibration Isolation System Using Open Trenches. International Journal of Geomechanics, 11. 364-369 doi:10.1061/(asce)gm.1943-5622.0000103
Hajiazizi, Mohammad, Graili, Adel (2018) Elastoplastic Analysis of a Jointed Rock Mass Using a Novel Semianalytical Meshless Method. International Journal of Geomechanics, 18. 4018166pp. doi:10.1061/(asce)gm.1943-5622.0001309
 
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