In-situ tests have been more and more accustomed to estimate the shear energy of soils. In this paper, we suggest techniques to evaluate in-situ toughness and dilatancy of sandy soils according to cone penetration examination (CPT) outcomes. It requires under consideration the silt written content, relative density and tension condition https://legaltrouble44443.ja-blog.com/31754011/soil-testing-and-investigation-bd-options