The undrained shear strength of clay is an important parameter for the design embankments, shallow foundations, and pile foundations. Among various methods testing strength, simple essential when shearing mode soil surrounding similar to that in a test. This study employs series tests with Berkeley apparatus. Three reconstituted natural clays one artificial were tested range coefficients consol...

In this research, behaviour of clayey soils under triaxial loading is studied using Neural Network. The models have been prepared to predict the stress-strain behaviour of remolded clays under undrained condition. The advantage of the model developed is that simple parameters such as physical characteristics of soils like water content, fine content, Atterberg limits and so on, are used to mode...