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

真空预压中地下水位变化的理论探讨
引用本文:辜清华,李志勇,何良德.真空预压中地下水位变化的理论探讨[J].石家庄铁道学院学报,2007,20(3):102-105.
作者姓名:辜清华  李志勇  何良德
作者单位:[1]中国长江三峡工程开发总公司,湖北宜昌443002 [2]南昌市公路管理局进贤分局,江西进贤331700 [3]河海大学交通学院,江苏南京210098
摘    要:分析了真空预压中地下水位变化的研究现状,指出用实测数据进行研究存在误区。在定义地下水位线的基础上,通过土体结构的微观解说,分析了水位变化的机理。得出堆载预压地下水位线不变,而真空预压在考虑地下水补给的情况下,有下降和不变两种可能。提出了主动渗流和被动渗流以及固结渗流和非固结渗流的新概念。

关 键 词:真空预压  地下水位  主动渗流  被动渗流  固结渗流  非固结渗流
文章编号:1674-0300(2007)03-0102-04
收稿时间:2007-03-06
修稿时间:2007年3月6日

Theoretical Discussion on Groundwater Level Change in Vacuum Preloading
Gu Qinghua,Li Zhiyong,He Liangde.Theoretical Discussion on Groundwater Level Change in Vacuum Preloading[J].Journal of Shijiazhuang Railway Institute,2007,20(3):102-105.
Authors:Gu Qinghua  Li Zhiyong  He Liangde
Institution:1. China Three Gorges Project Corporation, Yichang 443002, China; 2. Subsection of Roads Administration of NanChang City in Jinxian Town, Nanchang 331700, China; 3. Communications Institute of HoHai University , Nanjing 210098, China
Abstract:The current situation of studies on groundwater level in vacuum preloading is analyzed. It is pointed out that unreasonable to research simply by using the results of field monitor. The mechanism of the groundwater level changing is analyzed by explaining the microcosmic structure of the soil on the basis of defining the groundwater level. It is concluded that the groundwater level is not movable simply by preloading, and it may decline or remain immovable in vacuum preloading when considering the supply of the groundwater of the neighborhood. The conceptions of the initiative seepage, passiveness seepage, consolidation seepage and non - consolidation seepage are defined.
Keywords:vacuum preloading  groundwater level  initiative seepage  passiveness seepage  consolidation seepage  non-consolidation seepage
本文献已被 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