新型土壤固化剂的研究  

A New Kind of Soil - solidified Agent

作　　者：陈胜[1] 王琦[1] 岳云龙[1] 隋肃[1] 吴波[1] 

机构地区：[1]济南大学 材料科学与工程学院,山东济南250022

出　　处：《济南大学学报（自然科学版）》2006年第1期12-15,共4页Journal of University of Jinan(Science and Technology)

基　　金：山东省交通科技基金

摘　　要：采用正交试验的方法研究了影响滨州地区固化土壤强度的因素,确定了的新型土壤固化剂的最佳配比。结果表明,新型土壤固化剂对土壤的固化作用良好,对土壤适应性强,且强度随龄期增长而增加。最后,初步分析了其固化机理。To improve the strength of solidified soil, the influencing factors were studied and the optimum blending ratio of high properties soil-solidified agent was determined by means of orthogonal tests in Binzhou, where is mainly salty soils including basic soil and sand. The main materials are lime and gypsum. The results show that the new soil-solidified agent is good to the soil. It is widely suitable to the soils and its strength improves with the age. The solidifying mechanism is primarily analyzed in the end.

关 键 词：土壤固化剂 强度 公路地基 

分 类 号：TU411.3[建筑科学—岩土工程]