Analysis of the Deformation Behavior at the Underground Caverns of Neelum Jhelum HPP, Pakistan
Many risks and challenges are associated with large scale underground projects. Stability issues are typically related to high stresses around the opening. Excavations will change the existent stress regime in the ground, inducing tangential stresses around the periphery of the opening. Failure of t...
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| Format: | Others |
| Language: | English |
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Norges teknisk-naturvitenskapelige universitet, Institutt for geologi og bergteknikk
2014
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| Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-26326 |