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1.8 tensile failure of nails, FS T 1) The document numerically analyzes the performance of a soil nail wall supporting an 8m high vertical cut under seismic conditions using finite element analysis. 2) A soil nail wall was conventionally designed using allowable stress design and then analyzed under static, pseudostatic, and dynamic conditions using earthquake records from Bhuj and Uttarkashi. 3) Results from the numerical analyses indicate that soil nail walls can withstand seismic conditions and imp

Author

Deepthi

Language

EN