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dc.contributor.advisorNilsen, Bjørnnb_NO
dc.contributor.authorKalinaki, Anthonynb_NO
dc.date.accessioned2014-12-19T11:56:08Z
dc.date.available2014-12-19T11:56:08Z
dc.date.created2013-10-10nb_NO
dc.date.issued2013nb_NO
dc.identifier655327nb_NO
dc.identifierntnudaim:9202nb_NO
dc.identifier.urihttp://hdl.handle.net/11250/236169
dc.description.abstractKaruma Hydropower Project was proposed to stave off prolonged energy shortage in Uganda. The project includes extensive underground works in mostly granitic gneiss bedrock. A first of its kind in the country, the project has suffered persistent funding challenges. A major cost driver for similar projects is uncertainty of engineering geology. In this study, Karuma Hydropower Project?s engineering geology and cost uncertainty arising from it were analysed.From a report of detailed geological investigations for the project; jointing, weakness zones, and distribution and character of rocks were described for each underground component. Thereafter, rock mass quality, rock stresses and their effect on excavation stability, and rock support by Q-method and numerical analysis were evaluated. Possible design improvements and feasibility of using NATM, NMT or TBM tunnelling were also assessed. A sequence for excavation of caverns was proposed as well. Consequently, excavation and rock support costs for the project were estimated; deterministically, and stochastically using Monte Carlo simulation.The study established that the project will be founded in medium quality rock mass (0.1nb_NO
dc.languageengnb_NO
dc.publisherInstitutt for geologi og bergteknikknb_NO
dc.titleKaruma Hydropower Project, Uganda: Engineering Geological Analysis and Cost Uncertainty Assessment of Underground Worksnb_NO
dc.typeMaster thesisnb_NO
dc.source.pagenumber102nb_NO
dc.contributor.departmentNorges teknisk-naturvitenskapelige universitet, Fakultet for ingeniørvitenskap og teknologi, Institutt for geologi og bergteknikknb_NO


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