Modelling the behaviour of cemented clay
RIS ID
18284
Abstract
In this paper, a theoretical study of the behaviour of cemented soft clay is made using a simple predictive constitutive model, the Structured Cam Clay (SCC) model. A simple modification of the original SCC model is proposed so that important effects of cementation on soil behaviour can be represented. The revised model is evaluated based on the comparison of simulations and experimental data.
Publication Details
Liu, M. D., Carter, J., Horpibulsuk, S. & Liyanapathirana, D. Samanthika. (2006). Modelling the behaviour of cemented clay. Ground Modification and Seismic Mitigation (pp. 65-73). USA: American Society of Civil Engineers (ASCE).