The experimental research of the clay stabilized with solidified agent ZDYT-1

The relationship of stress-strain and the variation of unconfined compression strength of Xiaoshan clay stabilized by solidified agent ZDYT-1 with different mixing ratio and curing age are studied through the laboratory experiment in this paper. A prediction equation is developed to calculate the strength of stabilized soil and the relationship of stress-strain by analyzing the experimental data. It can be used for reference in engineering practice.