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Basnet, Chhatra Bahadur, Panthi, Krishna Kanta (2018) Analysis of unlined pressure shafts and tunnels of selected Norwegian hydropower projects. Journal of Rock Mechanics and Geotechnical Engineering, 10 (3). 486-512 doi:10.1016/j.jrmge.2017.12.002

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Reference TypeJournal (article/letter/editorial)
TitleAnalysis of unlined pressure shafts and tunnels of selected Norwegian hydropower projects
JournalJournal of Rock Mechanics and Geotechnical Engineering
AuthorsBasnet, Chhatra BahadurAuthor
Panthi, Krishna KantaAuthor
Year2018 (June)Volume10
Issue3
PublisherElsevier BV
DOIdoi:10.1016/j.jrmge.2017.12.002Search in ResearchGate
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Mindat Ref. ID9372180Long-form Identifiermindat:1:5:9372180:8
GUID0
Full ReferenceBasnet, Chhatra Bahadur, Panthi, Krishna Kanta (2018) Analysis of unlined pressure shafts and tunnels of selected Norwegian hydropower projects. Journal of Rock Mechanics and Geotechnical Engineering, 10 (3). 486-512 doi:10.1016/j.jrmge.2017.12.002
Plain TextBasnet, Chhatra Bahadur, Panthi, Krishna Kanta (2018) Analysis of unlined pressure shafts and tunnels of selected Norwegian hydropower projects. Journal of Rock Mechanics and Geotechnical Engineering, 10 (3). 486-512 doi:10.1016/j.jrmge.2017.12.002
In(2018, June) Journal of Rock Mechanics and Geotechnical Engineering Vol. 10 (3) Elsevier BV

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Basnet, Chhatra Bahadur, Panthi, Krishna Kanta (2018) Roughness evaluation in shotcrete-lined water tunnels with invert concrete based on cases from Nepal. Journal of Rock Mechanics and Geotechnical Engineering, 10 (1). 42-59 doi:10.1016/j.jrmge.2017.07.006
Panthi, Krishna Kanta, Basnet, Chhatra Bahadur (2019) Evaluation of earthquake impact on magnitude of the minimum principal stress along a shotcrete lined pressure tunnel in Nepal. Journal of Rock Mechanics and Geotechnical Engineering, 11 (5). 920-934 doi:10.1016/j.jrmge.2019.06.003
Panthi, Krishna Kanta, Basnet, Chhatra Bahadur (2021) Fluid Flow and Leakage Assessment Through an Unlined/Shotcrete Lined Pressure Tunnel: A Case from Nepal Himalaya. Rock Mechanics and Rock Engineering, 54 (4) 1687-1705 doi:10.1007/s00603-020-02350-6
Neupane, Bibek, Panthi, Krishna Kanta (2021) Evaluation on the Effect of Pressure Transients on Rock Joints in Unlined Hydropower Tunnels Using Numerical Simulation. Rock Mechanics and Rock Engineering, 54 (6) 2975-2994 doi:10.1007/s00603-021-02418-x
Basnet, Chhatra Bahadur, Panthi, Krishna Kanta (2019) Evaluation on the Minimum Principal Stress State and Potential Hydraulic Jacking from the Shotcrete-Lined Pressure Tunnel: A Case from Nepal. Rock Mechanics and Rock Engineering, 52 (7). 2377-2399 doi:10.1007/s00603-019-1734-z
Basnet, Chhatra Bahadur, Panthi, Krishna Kanta (2020) Detailed engineering geological assessment of a shotcrete lined pressure tunnel in the Himalayan rock mass conditions: a case study from Nepal. Bulletin of Engineering Geology and the Environment, 79. 153-184 doi:10.1007/s10064-019-01544-9
Basnet, Chhatra Bahadur, Panthi, Krishna Kanta (2021) Evaluation of in-situ stress state along the shotcrete lined high-pressure headrace tunnel at a complex Himalayan geological condition. Geosystem Engineering, 24 (1) 1-17 doi:10.1080/12269328.2018.1548306
Neupane, Bibek, Panthi, Krishna Kanta, Vereide, Kaspar (2020) Effect of Power Plant Operation on Pore Pressure in Jointed Rock Mass of an Unlined Hydropower Tunnel: An Experimental Study. Rock Mechanics and Rock Engineering, 53 (7) 3073-3092 doi:10.1007/s00603-020-02090-7
Panthi, Krishna Kanta (2015) Himalayan rock mass and possibility of limiting concrete lined pressure tunnel length in hydropower projects in the Himalaya. Geosystem Engineering, 18 (1) 45-50 doi:10.1080/12269328.2014.996257
Nilsen, Bjørn (2021) Norwegian oil and gas storage in rock caverns – Technology based on experience from hydropower development. Journal of Rock Mechanics and Geotechnical Engineering, 13 (2) 479-486 doi:10.1016/j.jrmge.2020.11.004
Selen, Lena, Panthi, Krishna Kanta, Vergara, Maximiliano R., Mørk, Mai Britt (2021) Investigation on the Effect of Cyclic Moisture Change on Rock Swelling in Hydropower Water Tunnels. Rock Mechanics and Rock Engineering, 54 (1) 463-476 doi:10.1007/s00603-020-02266-1
 
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