沈阳大学学报（自然科学版）2024，Vol.36Issue(2)：163-170,8.
基于离散元的岩质高边坡开挖支护数值模拟
Numerical Simulation of High Rock Slope Support Under Excavation Based on Discrete Element Method
摘要
Abstract
In order to analyze the impact of excavation and support of high rock cutting slopes on the stability of slope,the two conditions were compared between excavation without support and timely supported by bolt.The effect of bolt support was evaluated through the method of combining discrete element numerical simulation with field monitoring.The results showed that the vertical displacement caused by excavation was mainly concentrated in the middle of the excavation face.Under the same excavation conditions,the maximum value of the slope excavation face space-facing horizontal displacement was reduced by 2.50 cm,and the safety factor of cutting slope was increased by 8.62％,indicating that the slope was in a basically stable state.In addition,the validity and correctness of the numerical simulation results were verified by comparing with the field monitoring data,which indicated the applicability of the discrete element method for analyzing the stability of rocky slope.关键词
路堑边坡/数值模拟/离散单元法/现场监测/锚杆加固Key words
cutting slope/numerical simulation/discrete element method/field monitoring/anchor bolt reinforcement分类
建筑与水利引用本文复制引用
丁玎,陈志坚..基于离散元的岩质高边坡开挖支护数值模拟[J].沈阳大学学报（自然科学版）,2024,36(2):163-170,8.基金项目
江苏省政策引导类计划项目(BY2015002-05). （BY2015002-05）
