›› 2007, Vol. 28 ›› Issue (10): 2145-2148.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

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

LI Wang-lin1, YIN Zong-ze2, LI Gui-guo3, CHI Hai-yan4   

  1. 1. Research Center of Water Diversion Technique of Shandong, Jinan 250013, China; 2. Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210024, China; 3. Laizhou Water Conservancy Bureau, Laizhou 261400, China; 4. Shandong Survey and Design Institute of Water Conservancy, Jinan 250013, China
  • Received:2005-10-10 Online:2007-10-10 Published:2013-10-15

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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.

Key words: circulating compression test, porosity, groundwater reservoir, fall ratio of porosity

CLC Number: 

  • TU 411
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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