SIMULATING THE STRESS AND STRAIN BEHAVIOR OF LOESS VIA SCC MODEL

The behavior of collapsible soils (loess) is studied in this paper. Simulations of the stress and strain behavior of the soil are made via the theoretical framework of Structured Cam Clay, with the effect of glutinous ingredient in loess suggested to be modelled as cementation effect. Based on the simulations, the capacity of the model for representing the behavior loess is investigated, and discussions on modelling the behavior of collapsible soil in general are given

کلیدواژه ها:

SCC Model ، Loess Soil ، Simulating ، Mechanical behavior ،