In-situ checks are already progressively accustomed to estimate the shear toughness of soils. Within this paper, we propose solutions to evaluate in-situ strength and dilatancy of sandy soils according to cone penetration examination (CPT) effects. It's going to take into account the silt material, relative density and tension state from https://angelonkrbw.shotblogs.com/5-simple-techniques-for-soil-analysis-and-testing-bd-45737186