Integrated Risk Assessment of Landfill Flowslides: Sensitivity Analysis of the Initiation Mechanism and Hazard Potential
Qi-Teng Zheng, Ying-Ying Meng, An-Zheng Li, Shi-Jin Feng, Yong Zhao, Ya-Dong ZhouAbstract
Numerous landfill flowslide disasters have occurred globally, posing a significant threat to the environment and human lives and property. The progressive evolution of flowslides, encompassing both the slope failure and postfailure motion stages, is influenced by waste properties, rainfall intensity, and leachate level. Traditional analytical methods fail to simulate the large-deformation process after instability and quantify flowslide destructiveness. Therefore, this study employs a smooth particle hydrodynamics (SPH) model to investigate the influences of these critical factors across both stages. Four key indicators, i.e., the rainfall duration preceding flowslide initiation, warning leachate level ratio, the sliding distance, and the mass volume ratio, are adopted to characterize landfill responses under heavy rainfall and high leachate level. Results showed that increasing fiber content from 0.01 to 0.05 extends initiation rainfall duration from 72 to 177 h and triggers a transition from global to local failure modes. However, it simultaneously exacerbates downstream hazards, with sliding distance increasing by 11.3 m and mass volume ratio rising by 16.6%. When rainfall intensity was below the saturated permeability coefficient of waste, the rainfall duration before flowslide initiation decreased with increasing rainfall intensity. When the intensity was sufficiently high (