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dc.contributor.authorPanthi, Krishna Kanta
dc.contributor.authorBasnet, Chhatra Bahadur
dc.date.accessioned2023-11-21T14:06:54Z
dc.date.available2023-11-21T14:06:54Z
dc.date.created2023-10-17T10:44:37Z
dc.date.issued2023
dc.identifier.isbn978-3-9503898-3-8
dc.identifier.urihttps://hdl.handle.net/11250/3103890
dc.description.abstractStability of a cut-slope at the headworks area of the hydropower projects is very important for smooth operation of hydropower plant. Underestimation during construction period may bring a catastrophic consequence. This manuscript presents overall assessment results of the rock cut slope excavated to accommodate two settling basins of Seti Khola Hydropower Project (22MW) located at Lekhnath, Kaski, Nepal. The height of the cut slope is about 50 m and is among the most challenging part of the construction work. The cut slope is excavated in a highly schistose and deformed phyllite with interbedding of metasandstone layers. The evaluations are made on the overall rock mass and discontinuity characteristics. The results of detailed stability assessment using software program SLIDE in consideration with both normal and seismic loading conditions are presented. Final rock support measures are proposed to ascertain long-term stability of the cut-slope.en_US
dc.language.isoengen_US
dc.publisherÖsterreichische Gesellschaft für Geomechanik, Innsbrucker Bundesstraße 67, 5020 Salzburg, Austria, Salzburg, Austriaen_US
dc.relation.ispartofProceedings of the ISRM 15th International Congress on Rock Mechanics and Rock Engineering & 72nd Geomechanics Colloquium – Challenges in Rock Mechanics and Rock Engineering
dc.titleRock cut slope excavated for Settling basins of Seti Khola Hydropower Projecten_US
dc.title.alternativeRock cut slope excavated for Settling basins of Seti Khola Hydropower Projecten_US
dc.typeChapteren_US
dc.description.versionpublishedVersionen_US
dc.source.pagenumber2904-2909en_US
dc.identifier.cristin2185424
dc.relation.projectNorges forskningsråd: 257588en_US
cristin.ispublishedtrue
cristin.fulltextoriginal


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