Sandy one-dimension circulating compression test and application to groundwater reservoir

LI Wang-lin; YIN Zong-ze; LI Gui-guo; CHI Hai-yan

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Sandy one-dimension circulating compression test and application to groundwater reservoir

更新时间：2026-06-25

- Sandy one-dimension circulating compression test and application to groundwater reservoir
- Vol. 28, Issue 10, (2007)
- 作者机构：
  
  1. 山东省调水工程技术研究中心,济南,250013
  2. 河海大学岩土工程研究所,南京,210024
  3. 山东省莱州市水利局，莱州,261400
  4. 山东省水利勘测设计院,济南,250013
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU411
- Online First：15 October 2013，
  
  Published：2007
- 稿件说明：
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LI Wang-lin, YIN Zong-ze, LI Gui-guo, et al. Sandy one-dimension circulating compression test and application to groundwater reservoir[J]. 2007, 28(10).
DOI：

LI Wang-lin, YIN Zong-ze, LI Gui-guo, et al. Sandy one-dimension circulating compression test and application to groundwater reservoir[J]. 2007, 28(10). DOI：

摘要

通过砂土一维循环压缩试验，模拟了地下水位升降引起的含水层的压缩和回弹变形，分析了砂土竖向变形、孔隙率随循环次数的变化规律，提出了用孔隙降低率评价地下水位升降对地下水库库容影响的方法，得出地下水位的反复升降一般不会影响地下水库正常使用的结论。

Abstract

Through doing one-dimensional equal amplitude circulating compression test of sand

the compression and resilience deformations of the aquifer caused by the groundwater level rising or falling are simulated; and the effect of the circulating number on the vertical deformation and porosity is analyzed; the reduction rate of porosity is proposed; the influence of groundwater level rising or falling upon the groundwater reservoir storage is evaluated by the reduction rate of porosity; a conclusion is obtained that rising or falling of groundwater level will can not affect using of groundwater reservoir.

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