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初始渗流场对渣土场边坡降雨入渗特征及其稳定性的影响
引用本文:李丞,蔡立明,张伟锋,侯建香,董凯,苏立君.初始渗流场对渣土场边坡降雨入渗特征及其稳定性的影响[J].土木与环境工程学报,2021,43(2):1-9.
作者姓名:李丞  蔡立明  张伟锋  侯建香  董凯  苏立君
作者单位:中国科学院 山地灾害与地表过程重点实验室;中国科学院、水利部成都山地灾害与环境研究所, 成都 610041;中国科学院大学, 北京 100049;北京航天控制仪器研究所, 北京 100854;深圳信息职业技术学院, 广东 深圳 518127;深圳市城市公共安全技术研究院有限公司, 广东 深圳 518000;中国科学院 山地灾害与地表过程重点实验室;中国科学院、水利部成都山地灾害与环境研究所, 成都 610041;中国科学院 青藏高原地球科学卓越创新中心, 北京 100101;中国-巴基斯坦地球科学联合研究中心, 巴基斯坦 伊斯兰堡;中国科学院大学, 北京 100049
基金项目:国家自然科学基金(41790432、41761144077)
摘    要:渣土场是容纳弃土和弃渣的主要场所,由于堆填材料和压实方法的差异性,研究初始渗流场对计算渣土场边坡的降雨入渗特征及其稳定性的影响具有现实意义.以深圳市部九窝渣土场边坡为研究对象,运用非饱和渗流原理和非饱和土强度理论建立数值计算模型,设计了不同初始渗流条件和不同降雨强度的计算方案,揭示了渣土场边坡在降雨作用下的渗流特征及其...

关 键 词:渣土场  边坡  渗流场  渗流特征  边坡稳定性
收稿时间:2020/6/3 0:00:00

Influence of initial seepage field on rainfall infiltration characteristics and stability of municipal solid waste landfill
LI Cheng,CAI Liming,ZHANG Weifeng,HOU Jianxiang,DONG Kai,SU Lijun.Influence of initial seepage field on rainfall infiltration characteristics and stability of municipal solid waste landfill[J].Journal of Civil and Environmental Engineering,2021,43(2):1-9.
Authors:LI Cheng  CAI Liming  ZHANG Weifeng  HOU Jianxiang  DONG Kai  SU Lijun
Affiliation:Key Laboratory of Mountain Hazards and Earth Surface Process, Chinese Academy of Sciences;Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, P. R. China;University of Chinese Academy of Sciences, Beijing 100049, P. R. China;Beijing Institute of Aerospace Control Devices, Beijing 100854, P. R. China;Shenzhen Institute of Information Technology, Shenzhen 518127, Guangdong, P. R. China;Shenzhen Pubulic Safety and Technology Institute Co., Ltd, Shenzhen 518000, Guangdong, P. R. China; Key Laboratory of Mountain Hazards and Earth Surface Process, Chinese Academy of Sciences;Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, P. R. China;CAS Center for Excellence in Tibetan Plateau Earth Sciences, Beijing 100101, P. R. China;China-Pakistan Joint Research Centre on Earth Sciences, Islamabad, Pakistan;University of Chinese Academy of Sciences, Beijing 100049, P. R. China
Abstract:The municipal solid waste landfill is the main place to hold the waste soil and slag.Due to the difference in the filling material and the compaction method, it is of practical significance to study the influence of initial seepage field on the calculation of rainfall infiltration characteristics and stability of the municipal solid waste landfill.Therefore, taking the municipal solid waste landfill in Bujiuwo, Shenzhen as the research object, a numerical calculation model was established based on the unsaturated seepage principle and unsaturated soil strength theory.The calculation schemes of different initial seepage conditions and rainfall intensities are designed. Then the seepage characteristics and the variation law of safety factor of the slope under rainfall are revealed. The results show that the initial seepage field and rainfall intensity have significant influence on the rainfall infiltration characteristics and therefore stability of the municipal solid waste landfill. The peak value of vertical velocity and the increase rate of pore water pressure are positively correlated with the initial matrix suction. When the rainfall intensity is 3.5 mm/h, the saturation time of monitoring point 1 is 10.9, 20.2, 25.5 h and the corresponding initial matrix suction equals to -25, -50, -75 kPa, respectively.Rainfall intensity,velocity of flow and volume water content are positively correlated with pore water pressure in vertical direction.When the initial matrix suction is -25 kPa and the rainfall intensity is 3.5 mm/h, the safety factor of the waste dump slope decreases obviously, and necessary engineering measures should be taken.
Keywords:municipal solid waste landfill  slope  seepage field  seepage characteristics  slope stability
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