路基工程Issue(2)：78-84,7.DOI:10.13379/j.issn.1003-8825.202410040
基于FEM-DEM耦合的台阶边坡爆破过程数值模拟研究
Study on Numerical Simulation of Bench Slope Blasting Process Based on FEM-DEM Coupling
刘宁波 1黄建 1凌健1
作者信息
- 1. 中交第二航务工程局有限公司,武汉 430040
- 折叠
摘要
Abstract
A high-precision numerical simulation system was developed based on a coupled Finite Element Method(FEM)and Discrete Element Method(DEM)approach to model the bench slope blasting process.By integrating the advantages of FEM in simulating continuous medium deformation and DEM in capturing rock fracture and block movement,the system investigated key responses including blast-induced vibrations,rock throw distance,and rock mass damage.Taking a highway rock slope blasting project as an example,numerical simulation results were compared and analyzed against field measurement data.The results show that the FEM-DEM coupled model can accurately reproduce the dynamic damage evolution and throw behavior of rock masses during blasting.Simulated peak vibration velocity and throw distance show good agreement with field measurements,validating the model's effectiveness and practical applicability.关键词
岩质高边坡/台阶爆破/抛掷距离/现场监测/敏感度分析/优化设计/工程应用Key words
high rocky slope/bench blasting/throw distance/field monitoring/sensitivity analysis/optimization design/engineering application分类
交通工程引用本文复制引用
刘宁波,黄建,凌健..基于FEM-DEM耦合的台阶边坡爆破过程数值模拟研究[J].路基工程,2026,(2):78-84,7.
