In-situ tests have been significantly utilized to estimate the shear power of soils. In this paper, we suggest procedures To guage in-situ power and dilatancy of sandy soils dependant on cone penetration test (CPT) results. It will take into account the silt material, relative density and worry state on the https://elliottfhcxo.affiliatblogger.com/83876019/5-essential-elements-for-soil-investigation-services-bangladesh