Abstract
Clayey soil is typically firm when they are evaporated and gave its firmness as it looks right on soaked. Delicate clays are related with little compressive strength and beyond preposterous arrangement. This decrease in strength because of dampness prompts serious harm to the structures and substructures. The nature of the soil can experiment with the originator fabricating foundation intent on clayey sediments. This paper is based on the study of the engineering properties of clayey soil. This experimental study depicts the basic attributes of the clayey soil; which further leads to improving the nature or engineering properties of the clayey soil for the subgrade of the flexible pavement. Different tests are to be performed in the laboratory and conduct the desired results.
Sign-in/Register to access full text options 
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
