摘要
选取抗疏力系统:水剂CONSOLID444(C444)和粉剂SOLIDRY(SD),对重庆地区的粘性土进行固化处理,主要对抗疏力固化土的干缩性能进行了龄期90 d内的试验研究,并结合传统的石灰稳定土对失水率、干缩应变和干缩系数等指标进行对比分析,得出了抗疏力固化土干缩性能的几点结论,为抗疏力固化土的应用和发展提供参考依据。
The Consolid system including the agent CONSOLID444(C444) and powder SOLIDRY(SD) is selected to solidify the clay in Chongqing region,and mainly to carry out the test study of the dry shrinkage properties in the age of 90 days.The article compares and analyzes the indexes of water loss ratio,dry shrinkage strain and dry shrinkage coefficient by combining with the traditional lime stabilized soil.Several conclusions about dry shrinkage properties of the CONSOLID stabilized soil are given to provide some reference for the development and application of the CONSOLID stabilized soil.
出处
《城市道桥与防洪》
2012年第3期167-170,5,共4页
Urban Roads Bridges & Flood Control
关键词
固化剂
固化土
抗疏力系统
干缩性能
干缩应变
试验
solidifying agent,solidified soil,Consolid System,dry Shrinkage Properties,dry Shrinkage strain,test
