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This document discusses the engineering geological design of underground works for the Upper Madi Hydroelectric Project (UMHEP) in Nepal. It compares the predicted versus actual rock mass conditions for two completed projects to determine appropriate rock support for the UMHEP tunnels and surge shaft. Numerical modeling using Phase2 software is also conducted to analyze stress, strength, and deformations around the structures. The geology of the project area consists primarily of metasedimentary rocks like

Author

Jacky_LEOLEO

Language

EN