BAO Jun-an,YANG Ping,WANG Xu-nuo
Abstract:
In order to reveal the law that the cement-improved soil controls frost heave,experimental researcbon frost heave properties were conducted with two typical soils in Nanjing region ,clay and sand,mixed withthe cement. The experiments show that: frost heave coefficient of clay or sand cement-improved soil declinesexponentially with mixing ratio of cement increasing,enhances linearly with moisture content increasing,de-clines exponentially with instar increasing,enhances linearly with the cold junetion temperature increasing, declines exponentially with load increasing besides there is an optimal mixing ratio,while it is the optimal mix-ing ratio,frost heave coefficient of cement-improved soil are lower,the optimal mixing ratio of clay and sandin Nanjing region is 10% and 5% . By comprehensive analysis,when using the freezing method,before freez-ing, a certain amount of cement can be mixed into the clay or sand, and it is necessary to place it for a periodof time,which can reduce frost heave and thaw subsidence,thus reducing the harm to engineering and the en-vironment.