摘要
通过对 QJ型土壤固化剂稳定土和 QY型二灰稳定土的性能和强度形成机理进行研究 ,得出在缺乏石料的地区用
Strength formation mechanism and properties of soil stabilized by QJ and Qy type soil solidified agent are studied. The results show its superiority for embankment and roadbase at a certain extent.
出处
《公路》
北大核心
2003年第7期156-159,共4页
Highway