LI Wang-lin, LI Zhi-qiang, WEI Xiao-yan, LI Ying-te. Air expansion caused by leakage water resulting from geomembrane defects[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6): 1161-1165.
    Citation: LI Wang-lin, LI Zhi-qiang, WEI Xiao-yan, LI Ying-te. Air expansion caused by leakage water resulting from geomembrane defects[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6): 1161-1165.

    Air expansion caused by leakage water resulting from geomembrane defects

    More Information
    • Received Date: August 22, 2012
    • Published Date: June 19, 2013
    • In the initial storage period of the plain reservoir using geomembrane as anti-seepage materials of reservoir basin, the leakage water resulting from geomembrane defects is easy to induce the pore-air in the unsaturated soil under geomembrane gathering and rising, and the pore-air will lead to air expansion of the geomembrane with local swelling. The mechanism of air expansion phenomenon resulting from the leakage water is analyzed. A special large-scale test instrument for the air expansion of geomembrane is developed. Air expansion tests in seepage area and anti-seepage area are conducted to simulate the air expansion phenomenon caused by the leakage water resulting from geomembrane defects. The conclusions are drawn as follows: (1) when the groundwater level is invariant, there will be no geomembrane air expansion phenomenon during the storage period; (2) in the initial storage period of plain reservoirs, water leaks from the geomembrane defects, intrudes the porous space of sand ditches under geomembrane, seals off exhaust passages, and causes water resistance phenomenon, and then affects pore-air exhaust from sand ditch exhaust system regularly; (3) in the initial storage period of plain reservoirs, water leaks from the geomembrane defects, and after the leakage water meets the underground water, leakage water will squeeze the space of pore-air in unsaturated soil under geomembrane, induce the overall rising of groundwater level in the reservoir area and gathering and rising of pore-air in unsaturated soil, finally, it causes local expansive deformation of the geomembrane, that is, the air expansion phenomenon.
    • [1]
      殷宗泽) 土工原理[M].北京:中国水利水电出版社,2007. (YIN Zong-ze.
      Principles of soil mechanics[M] Beijing: China Water Power Press,2007. (in Chinese))
      [2]
      FREDLUND D G,RAHARDJO H 非饱和土力学[M]. 陈仲颐, 张在明, 陈愈炯, 等译.北京:中国建筑工业出版社,1997. (FREDLUND D G, RAHARDJO H. Soil mechanics for unsaturated soils[M]. CHEN Zhong-yi, ZHANG Zai-ming, CHEN Yu-jiong, et al, trans. Beijing: China Architecture and Building Press, 1997. (in Chinese))
      [3]
      包承纲). 非饱和土的性状及膨胀土边坡稳定问题[J]. (岩土工程学报), 2004,26(1):1-15. (BAO Cheng-gang.
      Behavior of unsaturated soil and stability of expansive soil slope[J]. Chinese Journal of Geotechnical Engineering. 2004, 26(1): 1-15. (in Chinese))
      [4]
      王永胜),(谢定义),(郭庆国). 非饱和土中气体的运动特性与渗气系数的测定[J]. (西北水电), 1993(1):46-49. (WANG Yong-sheng, XIE Ding-yi, GUO Qing-guo.
      Determination of motion characteristics of gas and coefficient of air permeability in the unsaturated soil[J]. Northwest Water Power, 1993(1): 46-49.( (in Chinese))
      [5]
      GIDDA T, CANN D, STIVER W H,et al. Airflow dispersion in unsaturated soil[J]. Journal of Contaminant Hydrology, 2006,82(1/2):118-132.
      [6]
      张士林). 土壤气压势的计算方法研究[J]. (西部探矿工程), 2006(12):10-11. (ZHANG Shi-lin.
      The calculation method of the soil barometric potential[J]. West-China Exploration Engineering, 2006(12): 10-11.( (in Chinese))
      [7]
      CAMPBELL G S. Soil water potential measurement: An overview[J]. Irrigation Science, 1988,9(4):265-273.
      [8]
      刘 磊,薛 强,梁 冰,等. 垃圾填埋场封场后气体产出及释放规律研究术[J]. (环境卫生工程), 2010,18(1):19-21. (LIU Lei, XUE Qiang, LIANG Bing, et al. Landfill gas generation and emission in closed landfill sites[J]. Environmental Sanitation Engineering,2010,18(1): 19-21. (in Chinese)
    • Related Articles

      [1]LI Baojian, FU Sai, DUAN Bing, SHI Zhouhuan, PAN Kun. Experimental and mechanism study on solidification strength of marine soft clay[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(S1): 176-180. DOI: 10.11779/CJGE2025S10030
      [2]Study on shear characteristics and microscopic mechanism of rock joint reinforced by MICP[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20241224
      [3]MA Qiang, LI Meng, ZHOU Xinlong, XI Lei, SUN Jun. Mechanical properties and microscopic mechanisms of enzyme-induced calcium carbonate precipitation (EICP)-reinforced clay mixtures with rubber particles[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 72-76. DOI: 10.11779/CJGE2024S20001
      [4]JIN Jiaxu, QIN Zhifa, LIU Lei, WAN Yong, WANG Jing, ZUO Shenghao. Mechanical response and micro-mechanism of humus soil solidified by industrial solid waste-cement[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(11): 2410-2419. DOI: 10.11779/CJGE20230780
      [5]LI Wentao, SUN Zhanghao, ZHUANG Yan, XIAO Henglin, FU Zhiwei, ZHOU Xinlong. Mechanical and swelling properties, as well as micro-mechanism of sulfate-bearing soil stabilized by magnesium oxide and cement[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(9): 1840-1848. DOI: 10.11779/CJGE20230409
      [6]Influence of thermal ageing time on barrier properties of bentonite as a buffer material at high temperature conditions and its micro-mechanism[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240418
      [7]ZHANG Zhihong, YANG Haowen, ZHENG Jiuzhou. Experimental study and micro-mechanism analysis on chemico-osmotic membrane behavior of kaolin-bentonite[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(9): 1963-1970. DOI: 10.11779/CJGE20220617
      [8]HUANG Ying-hao, CHEN Yong, ZHU Xun, WU Zhi-qiang, ZHU Rui, WANG Shuo, WU Min. Experimental study and micro-mechanism analysis of freeze-thaw performance of expansive soils improved by phase-change materials[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(11): 1994-2002. DOI: 10.11779/CJGE202111005
      [9]ZHANG Fu-guang, JIANG Ming-jing. Three-dimensional constitutive model for cemented sands based on micro-mechanism of bond degradation[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(8): 1424-1432. DOI: 10.11779/CJGE201808007
      [10]ZHUANG Xinshan, WANG Gongxun, ZHU Ruigeng, TIAN Bi. Experimental study on unconfined compressive strength of clays stabilized with fly ash and slag[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 965-969.

    Catalog

      Article views PDF downloads Cited by()
      Related

      /

      DownLoad:  Full-Size Img  PowerPoint
      Return
      Return