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Volume 33 Issue 11
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QIAN Xue-de, SHI Jian-yong. Stability problems for landfills with multilayer geosynthetic liner system[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(11): 1676-1682.
Citation: QIAN Xue-de, SHI Jian-yong. Stability problems for landfills with multilayer geosynthetic liner system[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(11): 1676-1682.
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Stability problems for landfills with multilayer geosynthetic liner system

  • ( 1. Michigan Department of Environmental Quality, Lansing 48913, USA; 2. MOE Key Laboratory of Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China )

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  • Published Date: November 14, 2011
    Graphical Abstract
    • Abstract
  • To prevent translational failure along the liner system is the most important issue for the modern landfills. The critical liner interface with the minimum factor of safety usually is not located at the same interface at the base and back slope. The critical interface can change from one to another with the waste height. When the waste height is low, the leachate head of 30 cm can make a relatively large effect on both the factor of safety and the critical interface. This effect will decrease with the increase of the waste height. The increase of the leachate head in landfills makes the decrease of the factor of safety rapidly and causes the changes of the critical interface. It is important to maintain the leachate head at a low and safe level and ensure that the minimum factor of safety at the critical interface is always equal to or greater than a targeted value during the filling sequence corresponding to different geometric dimensions of the waste.
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    • References (17)
  • [1]
    QIAN X, KOERNER R M, GRAY D H. Geotechnical aspects of landfill design and construction[R]. New Jersey: Upper Saddle River, Prentice Hall Inc, 2002.
    [2]
    CJJ 17 — 2004 城市生活垃圾卫生填埋技术规范 [S]. 2004. (CJJ 17 — 2004 Technical Code for Municipal Solid Waste Sanitary Landfill[S]. 2004. (in Chinese))
    [3]
    CJJ113 — 2007 生活垃圾卫生填埋场防渗系统工程技术规范 [S]. 2007. (CJJ113 — 2007 Technical code for liner system of municipal solid waste landfill[S]. 2007. (in Chinese))
    [4]
    GB 16889 — 2008 生活垃圾填埋场污染控制标准 [S]. 2008. (GB 16889 — 2008 Standard for pollution control on the landfill site of municipal solid waste[S]. 2008. (in Chinese))
    [5]
    KOERNER R M, SOONG T Y. Stability assessment of ten large landfill failures[C]// advances in transportation and geoenvironmental systems using geosynthetics, proceedings of sessions of GeoDenver 2000, ASCE Geotechnical Special Publication No 103: 1 – 38.
    [6]
    QIAN X, KOERNER R M. A new method to analyze for, and design against, translational failures of geosynthetic lined landfills[C]// Geosynthetics and geosynthetic-engineered structures, The ASME/ASCE/SES McMat 2005 Conference, Baton Rouge, Louisiana, 2005: 61 – 98.
    [7]
    QIAN X, KOERNER R M. Stability analysis for using engineered berm to increase landfill space[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2009, 135 (8): 1082 – 1091.
    [8]
    KOERNER G R, NAREJO D. Direct shear database of geosynthetic-to-geosynthetic and geosynthetic-to-soil interfaces (GRI Report No 30) [R]. USA: Geosynthetic Research Institute, 2005.
    [9]
    DIXON N, JONES D R V, FOWMES G J. Interface shear strength vauablility and its use in reliability – based landfill stability analysis[J]. Geosynthetics International, 2006, 13 (1): 1 – 14.
    [10]
    STARK T D, POEPPEL A R. Landfill liner interface strengths from torsional-ring-shear tests[J]. Journal of Geotechnical Engineering, ASCE, 1994, 120 (3): 597 – 615.
    [11]
    FILZ G M, ESTERHUIZEN J J B, DUNCAN J M. Progressive failure of lined waste impoundments[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2001, 127 (10): 841 – 848.
    [12]
    朱俊高 , 施建勇 , 严 蕴 . 垃圾填埋场固体废弃物的强度特性试验研究 [C]// 第一届全国环境岩土工程与土工合成材料技术研讨会论文集 . 杭州 : 浙江大学出版社 , 2002: 192 – 196. (ZHU J G., SHI J Y, YAN Y. Tests of strength properties of solid waste in landfills[C]// Proc 1st Chinese Symp on Geoenviroment and Geosynthetics. Hangzhou: Zhejiang University Press, 2002: 192 – 196. (in Chinese))
    [13]
    ZHAN L T, CHEN Y M, LING W. Shear strength characterization of municipal solid waste at the suzhou landfill, China[J]. Engineering Geology, 2008: 97 (3-4): 97 – 111.
    [14]
    SHI J Y, QIAN X, ZHU J G, et al. Application of shear strength of solid waste and multilayer liner in landfills[C]// Proc 2009 Int Symp on Geoenviron Eng, Hangzhou, 2009: 286 – 294.
    [15]
    QIAN X, KOERNER R M, GRAY D H. Translational failure analysis of landfills[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2003, 129 (6): 506 – 519.
    [16]
    QIAN Xue-de, KOERNER R M. Effect of apparent cohesion on translational failure analyses of landfills[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2004, 130 (1): 71 – 80.
    [17]
    QIAN X, GRAY D H, KOERNER R M. Estimation of maximum liquid head over landfill barriers[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2004, 130 (5): 488 – 497.
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