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This document analyzes the stability of a slope failure near Kharam Vaiphei Village in Manipur, India. Geotechnical investigations were conducted using seismic refraction techniques to characterize the soil and rock layers. Four layers were identified, with the top layer consisting of overburden/topsoil and the lower layers becoming increasingly stronger and less weathered rock. Parameters like cohesion, friction angle, and rock mass quality were estimated for each layer using empirical correlations with se

Author

neetu

Language

EN