Experimental Study on Stabilized Soil Performance with New Curing Agent
Raw materials was selected from the southeast of Shanxi Province,through laboratory tests,the orthogonal test design of ce-ment-lime stabilized soil with ZL curing agent was carried out,and the mix proportion of 6∶4∶90 was selected as the best proportion based on the test results and economical factors,curing agent content is 0.020%,and a series of strength,physicochemical and micro-scopic properties were studied and analyzed under the optimal mix ratio.The results show that the strength and compactness of ZL type solidifying agent cement-lime stabilized soil are higher under the conditions of the above optimal mix ratio,the road performance is better,and with certain superiority and good applicability.
curing agentsilty clayorthogonal designstrengthmodulus of resiliencefreeze-thaw
NETL
NSTL
万方数据
