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水泥土加固体的劣化特性研究进展
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  • 英文篇名:Research Progress on Cement Stabilized Soil Degradation Characteristics
  • 作者:闫楠 ; 郑晨
  • 英文作者:YAN Nan;ZHENG Chen;College of Environmental Science and Engineering,Qingdao University;College of Civil Engineering,Qingdao University of Technology;
  • 关键词:水泥土加固体 ; 软土地基 ; 劣化 ; 强度衰减 ; 渗透性
  • 英文关键词:cement stabilized soil;;soft soil foundation;;deterioration;;strength decay;;permeability
  • 中文刊名:KXJS
  • 英文刊名:Science Technology and Engineering
  • 机构:青岛大学环境科学与工程学院;青岛理工大学土木工程学院;
  • 出版日期:2019-07-18
  • 出版单位:科学技术与工程
  • 年:2019
  • 期:v.19;No.489
  • 基金:国家自然科学基金项目(51809146);; 山东省重点研发计划项目(2018GSF117008);; 山东省自然科学基金项目(ZR2017PEE006)资助
  • 语种:中文;
  • 页:KXJS201920002
  • 页数:9
  • CN:20
  • ISSN:11-4688/T
  • 分类号:17-25
摘要
水泥土加固体因其优秀的抗压强度、就地取材成本低廉、施工方法简便等优点成为改良软土地基最为常见的方法。但因环境污染或地下土层本身具有腐蚀性等原因,水泥土加固体劣化问题受到人们重视。为此对水泥土加固体强度增长机理、劣化机理、影响劣化深度的因素、渗透性变化等方面的研究进行归纳总结,对有关水泥土加固体劣化问题研究不足之处进行讨论,为水泥土加固体未来研究方向提出展望。
        Cement stabilized soil have become the most common method for improving soft soil foundation in China due to its excellent compressive strength,low cost of local materials and simple construction methods. However,the problem of deterioration of cement stabilized soil has attracted attention due to environmental pollution or the corrosive nature of the subterranean soil itself. The research on the strength growth mechanism,deterioration mechanism,factors affecting the depth of deterioration and permeability change of cement soil were summarized. In addition,the insufficiency of the research on cement soil solidification degradation were discussed,and the future of cement soil solidification was put forward.
引文
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