摘要
介绍了土壤固化剂的发展状况，对砂性土和粉性土分别做了无侧限抗压强度试验，并对其试验结果作了分析，阐述了SL型土壤固化剂的固化机理，总结了其性能特点。
It introduces the development condition of soil firming agent, does tmconfined compressive strength assay to the .sand soil and power soil and analyzes the test results separated. Then it represents the strengthening mechanics of SL soil firming agent and generalizes the characteristics of its nature.
出处
《山西建筑》
2006年第21期167-168,共2页
Shanxi Architecture
关键词
土壤固化剂
无侧限抗压强度
砂性土
soil firming agent, tmeonfined compressive strength, sand soil
