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舒实, 施建勇. 气压和温度变化共同作用下垃圾填埋场边坡稳定性研究[J]. 岩土工程学报, 2022, 44(1): 82-89. DOI: 10.11779/CJGE202201007
引用本文: 舒实, 施建勇. 气压和温度变化共同作用下垃圾填埋场边坡稳定性研究[J]. 岩土工程学报, 2022, 44(1): 82-89. DOI: 10.11779/CJGE202201007
SHU Shi, SHI Jian-yong. Slope stability of municipal solid waste landfills under combined effects of gas pressure and temperature changes[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(1): 82-89. DOI: 10.11779/CJGE202201007
Citation: SHU Shi, SHI Jian-yong. Slope stability of municipal solid waste landfills under combined effects of gas pressure and temperature changes[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(1): 82-89. DOI: 10.11779/CJGE202201007

气压和温度变化共同作用下垃圾填埋场边坡稳定性研究

Slope stability of municipal solid waste landfills under combined effects of gas pressure and temperature changes

  • 摘要: 城市生活垃圾填埋场在高渗沥液水位情况下发生边坡失稳滑坡的工程事故已多次发生,初步分析认为滑坡由渗沥液水位、垃圾降解产气和温度升高等因素共同引起。目前尚未见考虑渗沥液水位、气压和温度共同影响填埋场边坡稳定性研究的报道。通过简化垃圾填埋场气压和温度分布的计算,利用瑞典条分法进行考虑渗沥液水位、气压和温度共同影响的填埋场边坡稳定性分析。计算结果表明:考虑气压和温度的影响使得填埋场边坡稳定安全系数降低24.7%~43.0%;建议在同时考虑渗沥液水位、气压和温度的影响进行填埋场边坡稳定分析时,控制最小安全系数大于1.0可保证填埋场安全运行。本研究可为垃圾填埋场的设计、施工和运行管理提供理论支撑。

     

    Abstract: Engineering accidents of slope failure in municipal solid waste (MSW) landfills under the high leachate level have occurred many times. The preliminary analysis indicates that the slope failure is caused by various factors such as leachate level, gas production and temperature increase caused by the waste degradation. However, very limited researches have been conducted to analyze slope stability of landfills considering the combined effects of leachate level, gas pressure and temperature. In this study, by simplifying the calculation of gas pressure and temperature distribution of landfills, the Sweden slice method is used to analyze the slope stability of landfills under the combined effects of leachate level, gas pressure and temperature. The calculated results show that considering the influences of gas pressure and temperature, the safety factor of slope stability of landfills is reduced by 24.7%~43.0%. When analyzing the slope stability considering the combined effects of leachate level, gas pressure and temperature, it is recommended to control the minimum safety factor to be greater than 1.0 to ensure the safe operation of landfills. This study can provide theoretical support for the design, construction and operation management of MSW landfills.

     

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