论文部分内容阅读
结合某城市固体拉圾填埋场在填埋过程中曾经发生滑坡的工程实例，进行了现场静力触探和室内试验。研究了垃圾填埋体的组成成分、物理性质指标、不固结不排水和固结不排水抗剪强度指标。在此基础上，对实际工程垃圾填埋体的边坡稳定进行计算，分析了填埋体中淋滤液的饱和度、边坡坡角和浸润线埋深对垃圾边坡稳定的影响。
Combined with the example of a landslide occurred in the landfill of a municipal solid waste landfill site, static field penetration and laboratory tests were conducted. The landfill body composition, physical properties, unconsolidated undrained and consolidated undrained shear strength index were studied. On this basis, the slope stability of the actual engineering landfill is calculated, and the effect of the leachate saturation, the slope angle of the slope and the depth of the wetting line on the stability of the rubbish slope is analyzed.