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

城市地面沉降研究现状与展望
引用本文:阎世骏,刘长礼.城市地面沉降研究现状与展望[J].地学前缘,1996,3(1):93-98.
作者姓名:阎世骏  刘长礼
作者单位:地质矿产部水文地质工程地质研究所
摘    要:第四届地面沉降国际讨论会及我国“八五”科技攻关成果表明,我国地面沉降研究及防治工作,由于引进系统思维方式、非线性科学的新理论与方法及计算机技术,融地球科学、环境科学和社会科学为一体进行综合研究,成果显著,目前已进入以数学模型预测为主的动态微量控沉阶段。这要求我们加深沉降机理研究。抽汲地下水形成的地面沉降研究的核心与难点是粘性土中孔隙水运移问题,它也是土体环境地质和外动力地质灾害研究的前缘热点,应引起人们的高度重视。

关 键 词:地面沉降,固结变形,粘性土微结构,孔隙水运移,地质灾害

STATUS AND PROSPECT OF URBAN LAND SUBSIDENCE
Yan Shijun, Liu Changli.STATUS AND PROSPECT OF URBAN LAND SUBSIDENCE[J].Earth Science Frontiers,1996,3(1):93-98.
Authors:Yan Shijun  Liu Changli
Abstract:The 4th international Conference of Land Subsidence and the results of scientific research in the Eighth Five-Year Plan of China show that the research on land subsidence and its control in China has made remarkable progress due to the introduction of the theory of systems and nonlinear science as well as the use of modern computer technology and the comprehensive consideration of geological. environmental and social sciences.At present,the mathematical model used in land subsidence research is the predominantway of prediction of the dynamic controlling slight land subsidence. The key to the subsidence mechanism lies in the porous water migration from the clayey soils. It is the hotsubject of soil environmental geology and exogenous geological hazard. and is the pointthat one should draw attention to.
Keywords:land subsidence  consolidated deformation  clayey soil microstructure  porouswater migration  geological hazard
本文献已被 CNKI 维普 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