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This document provides details of a geotechnical investigation for a sewage project in Nasrullaganj, Madhya Pradesh. Field work included boring and collecting soil samples at specified locations. Laboratory tests were conducted on the soil samples to determine properties like bulk density, moisture content, grain size, consolidation behavior, shear strength. Based on the shear test results, the safe bearing capacity of the soil was calculated according to Indian standards for shallow foundation design. The

Author

ghansa

Language

EN