首页 | 本学科首页   官方微博 | 高级检索  
     检索      

抗疏力固化土干缩性能试验研究
引用本文:刘俊,陈思曼,凌天清,陈平,方灵毅.抗疏力固化土干缩性能试验研究[J].城市道桥与防洪,2012(3):167-170.
作者姓名:刘俊  陈思曼  凌天清  陈平  方灵毅
作者单位:1. 天津市市政工程设计研究院,天津市,300457
2. 天津市公路处,天津市,300170
3. 重庆交通大学,重庆市,400074
4. 重庆市设计院,重庆市,400074
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。

关 键 词:固化剂  固化土  抗疏力系统  干缩性能  干缩应变  试验

Test Study on Dry Shrinkage Properties of Soil Solidified by Consolid System
Liu Jun,Chen Simin,Ling Tianqing,Chen Ping,Fang Lingyi.Test Study on Dry Shrinkage Properties of Soil Solidified by Consolid System[J].Urban Roads Bridges & Flood Control,2012(3):167-170.
Authors:Liu Jun  Chen Simin  Ling Tianqing  Chen Ping  Fang Lingyi
Institution:Liu Jun,Chen Simin,Ling Tianqing,Chen Ping,Fang Lingyi
Abstract: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.
Keywords:solidifying agent  solidified soil  Consolid System  dry Shrinkage Properties  dry Shrinkage strain  test
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号