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Tunneling in Khimti Hydropower Project, central Nepal
Author(s) -
Subas Chandra Sunuwar,
Brian O’Neill
Publication year - 1996
Publication title -
journal of nepal geological society
Language(s) - English
Resource type - Journals
ISSN - 2676-1378
DOI - 10.3126/jngs.v14i0.32400
Subject(s) - rock mass classification , hydropower , excavation , quality (philosophy) , mining engineering , geology , civil engineering , geotechnical engineering , construction engineering , engineering , philosophy , electrical engineering , epistemology
The role of geology is very important in any underground excavation. Proper geological investigation reduces the overall cost of a project and saves time. It is important to understand and be able to predict the behaviour of a rock mass before designing the support system. In good quality rock, the self-supporting capacity of rock mass should be used to its maximum advantage and the amount of rock support kept to a minimum. In the Khimti Hydropower Project the tunnel support will be designed to take optimum advantage of the self-supporting capacity of rock mass and the correct choice of support systems. The rocks encountered in the tunnels at Khimti will be logged in accordance with the Q-classification system. The experience in desigining tunnel support that has been developed in Norway will be used to this project as well.

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