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

土壤固化剂稳定砂土应用研究
引用本文:王志刚,乐旭东,崔慧丽,李锐铎.土壤固化剂稳定砂土应用研究[J].路基工程,2012,0(4):75-76.
作者姓名:王志刚  乐旭东  崔慧丽  李锐铎
作者单位:1.1平顶山市公路管理局,河南平顶山 467036
基金项目:三明学院基金项目:土壤固化剂稳定砂土的路用性能研究
摘    要:通过掺加不同剂量的土壤固化剂和水泥稳定砂土的室内试验,结合工程实际,确定了高速公路工程中路床、底基层、下基层的配合比,并对各组配合比进行抗压回弹模量和干缩试验。研究结果表明,各组配合比抗压回弹模量能够满足规范及设计参数的要求,干缩系数较小。按此配合比铺筑的试验路段,工程质量良好。

关 键 词:土壤固化剂    砂土    抗压回弹模量    干缩
收稿时间:2019-07-16

Study on Application of Soil Stabilizer for Sandy Soil Stabilizing
Authors:WANG Zhi-gang  LE Xu-dong  CUI Hui-li  LI Rui-duo
Institution:1. Pingdingshan Administration Bureau of Highway, Pingdingshan 467036, Henan, China; 2. School of Civil Engineering and Architecture, Sanming University, Sanming 365000, Fujian, China; 3. Henan University of Urban Construction, Pingdingshan 467036, Henan, China )
Abstract:Through indoor test of mixing soil stabilizer and cement stabilized sandy soil in different dosages and combined with engineering practice, the proportions in roadbed, subbase and base of highway engineering are confirmed; then the tests for compression rebound modulus and drying shrinkage in the group of proportions are carried out. The study results show that the compression rebound modulus in the group of proportions can meet the specification and design parameters with small drying shrinkage coefficient. The test section of the highway paved in the proportions reaches ~ood en~ineerin~ aualitv.
Keywords:soil stabilizer  sandy soil  compression rebound modulus  drying shrinkage
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《路基工程》浏览原始摘要信息
点击此处可从《路基工程》下载免费的PDF全文
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