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Volume 34 Issue 7
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ZHAN Liang-tong, LUO Xiao-yong, CHEN Yun-ming, LI Zhi-qin. Field monitoring items and warning values for slope safety of MSW landfills[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1305-1312.
Citation: ZHAN Liang-tong, LUO Xiao-yong, CHEN Yun-ming, LI Zhi-qin. Field monitoring items and warning values for slope safety of MSW landfills[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1305-1312.
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Field monitoring items and warning values for slope safety of MSW landfills

  • (1. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China; 2. Shenzhen Xiaping Solid Waste Landfill, Shenzhen 518023, China)

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  • Received Date: July 14, 2011
  • Published Date: July 24, 2012
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    • Abstract
  • The slope stability of landfill is increasingly concerned with the increase of waste production and landfill height. It is of great importance to monitor the slope stability during landfill operation. This study presents field monitoring results from a large landfill, in which slope failure and piping of sludge pond took place in June 2008 and in February 2009, respectively. The field monitoring items include leachate level, deep lateral displacement, surface horizontal displacement and vertical displacement at the landfill. The monitoring results are analyzed on the basis of the records of rainfall, operating conditions and contingency measures. The monitoring results demonstrate that the high leachate level within the landfill is a major factor leading to the slope failure, and the horizontal displacement rate is the most sensitive index indicating the slope stability. According to the statistic analysis, the early warning value of horizontal displacement rate is deduced as 10 mm/d. It will provide important experience and guidance for the safety monitoring of MSW landfills.
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    • References (15)
  • [1]
    李志斌, 徐 超, 卢耀如, 等. 现代生活垃圾卫生填埋场的研究现状及存在的问题[J]. 环境工程, 2005, 23(4): 60–64. (LI Zhi-bin, XU Chao, LU Yao-ru, et al. Research status and problems of modern municipal solid waste landfill[J]. Chinese Journal of Enviromental Engineering, 2005, 23(4): 60–64. (in Chinese))
    [2]
    张乾飞, 杨承休, 王艳明. 垃圾卫生填埋场稳定性分析综述[J]. 环境卫生工程, 2007, 15(4): 40–44. (ZHANG Qian-fei, YANG Cheng-xiu, WANG Yan-ming. Considerations on the stability analysis of the municipal solid waste sanitary landfill site[J]. Environmental Sanitation Engineering, 2007, 15(4): 40–44. (in Chinese))
    [3]
    钱学德, 郭志平. 城市固体废弃物(MSW)的工程性质[J]. 岩土工程学报, 1998, 20(5): 1–6. (QIAN Xue-de, GUO Zhi-ping. Engineering properties of municipal solid waste[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(5): 1–6. (in Chinese))
    [4]
    张振营, 吴世明, 陈云敏. 城市生活垃圾土性参数的室内试验研究[J]. 岩土工程学报, 2000, 22(1): 35–39. (ZHANG Zhen-ying, WU Shi-ming, CHEN Yun-min. Experimental research on the parameter of municipal solid waste[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 35–39.(in Chinese))
    [5]
    MANOJ Kumar Singh. Characterization of Stress-Deformation behaviour of municipal solid waste[D]. Saskatoon: Saskatchewan University, 2008.
    [6]
    涂 帆, 钱学德. 中美垃圾填埋场垃圾土的重度、含水率和相对密度[J]. 岩石力学与工程学, 2008, 27(增刊1): 3075–3081. (TU Fan, QIAN Xue-de. Unit weight、water content and specific gravity of municipal solid waste in China and United States[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(S1): 3075–3081. (in Chinese))
    [7]
    张丙印, 介玉新. 垃圾土的强度与变形特性[J]. 工程力学, 2006, 23(增刊2): 14–22. (ZHANG Bing-yin, JIE Yu-xin. Strength and deformation characteristcs of municipal solid wastes[J]. Chinese Journal of Engineering Mechanics, 2006, 23(S2): 14–22. (in Chinese))
    [8]
    孙秀丽. 城市固体废弃物变形及强度特征研究[D]. 大连:大连理工大学, 2007. (SUN Xiu-li. Characterization of deformation and strength for municipal solid waste[D]. Dalian: Dalian University of Technology, 2007. (in Chinese))
    [9]
    冯世进. 城市固体废弃物静动力强度特性及填埋场的稳定分析[D]. 杭州: 浙江大学, 2005. (FENG Shi-jin. Static and dynamic strength properties of municipal solid waste and stability analysis of landfil[D]. Hangzhou: Zhejiang University, 2005. (in Chinese))
    [10]
    GB 50497—2009 建筑基坑工程监测技术规范[S]. 2009. (GB 50497—2009 Technical code for monitoring of building foundation pit engineering[S]. 2009. (in Chinese))
    [11]
    YS 5229—96岩土工程监测规范[S]. 1996. (YS 5229—96Code for monitoring of geotechnical engineering[S]. 1996. (in Chinese))
    [12]
    詹良通, 管仁秋, 陈云敏, 等. 某填埋场垃圾堆体边坡失稳过程监测与反分析[J]. 岩石力学与工程学报, 2010, 29(8): 1697–1705. (ZHAN Liang-tong, GUAN Ren-qiu, CHEN Yun-min, et al. Montoring and back analyses of slope failure process at a landfill[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(8): 1697–1705. (in Chinese))
    [13]
    张振营, 陈云敏. 固体废弃物压缩特性及填埋场沉降研究[J]. 岩土工程学报, 2005, 27(1): 116–120. (ZHANG Zhen-ying CHEN Yun-min. Study on compressibility and settlement of landfill with municipal solid waste[J].Chinese Journal of Geotechnical Engineering, 2005, 27(1): 116–120. (in Chinese))
    [14]
    陈继东, 施建勇, 方云飞. 垃圾土降解规律及沉降计算分析[J]. 河海大学学报, 2006, 34(6): 680–682. (CHEN Ji-dong, SHI Jian-yong, FANG Yun-fei. Degradation law of municipal solid waste and settlement calculation of landfills[J]. Journal of Hohai Uinersity, 2006, 34(6): 680–682. (in Chinese))
    [15]
    柯 瀚, 陈云敏, 谢 焰, 等. 适宜降解条件下填埋场的沉降模型及案例分析[J].岩土工程学报, 2009, 31(6): 929–938. (KE Han, CHEN Yun-ming, XIE Yan, et al. Settlement analysis of landfills under optimal decomposition conditions and case study[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(6): 929–938. (in Chinese))
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