不同含石量的土石复合体边坡稳定性及失稳机制探析

Analysis on Stability and Instability Mechanism of Soil-rock Composite Slope with Different Rock Content

本研究借助FLAC数值模拟系统,将土石复合体视为一种二元物材料,以数理模拟计算的方式,对含石量差异下的土石复合体边坡稳定性及失稳机制问题开展专题分析探究,介绍了将土石复合体视为一种二元物材料的土石复合体边坡模拟方法,以及基于二元物材料设定建立了土石复合体边坡数理模型,为同类工程应用提供研究和技术参考,助力建设安全牢固的土石复合体边坡工程。

With the help of the FLAC numerical simulation system,this research regards the soil-rock composite as a binary material,and uses mathematical simulation calculations to investigate the stability and instability mechanism of the soilrock composite slope under the different rock content.The topic analysis and exploration,introduced the soil-rock composite slope simulation method that regards the soil-rock composite as a binary material,and established a mathematical model of the soil-rock composite slope based on the binary material setting,providing similar engineering applications Research and technical reference to help the construction of a safe and firm soil-rock composite slope project.