基于FEM-DEM耦合的台阶边坡爆破过程数值模拟研究OA
Study on Numerical Simulation of Bench Slope Blasting Process Based on FEM-DEM Coupling
基于有限元方法(FEM)与离散元方法(DEM)耦合方法,开发了一套用于模拟台阶边坡爆破过程的高精度数值模拟系统;通过结合有限元在连续介质变形模拟和离散元在岩石破裂、块体运动模拟方面的优势,系统研究了爆破振动、岩石抛掷距离及岩体损伤等关键响应.以某高速公路岩质高边坡爆破工程为例,将数值模拟结果与现场实测数据进行对比分析.结果表明:该 FEM-DEM耦合模型能够准确反映爆破过程中岩体动态损伤演化与抛掷行为,模拟得到的振动峰值速度与抛掷距离与实测值吻合良好,验证了模型有效性与工程适用性.
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.
刘宁波;黄建;凌健
中交第二航务工程局有限公司,武汉 430040中交第二航务工程局有限公司,武汉 430040中交第二航务工程局有限公司,武汉 430040
交通工程
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
high rocky slopebench blastingthrow distancefield monitoringsensitivity analysisoptimization designengineering application
《路基工程》 2026 (2)
78-84,7
评论