Experimental Study of Performance of Sandy Soil Stabilized by Soil Stabilizer
Through a series of experiments, the influence on unconfined compressive strength and splitting strength of different dosage of soil stabilizer and cement after different days of curing were studied in this paper. The main influence factors of compressive strength and splitting strength and change laws were obtained. And the influence of different delay time on the compressive strength. Optimum proportion and the main road performance indexes of the sandy soil treated by soil stabilizer which was used as highways bed, sub-base and base materials were recommended which provided certain technical basis for utilization of sandy soil.
NETL
NSTL
万方数据
维普
