基于PFC3D的边坡落石运动特性数值仿真分析方法

    PFC3D-BASED NUMERICAL SIMULATION ANALYSIS METHOD FOR MOTION CHARACTERISTICS OF ROCKFALL

    • 摘要: 山区落石灾害频发,高效准确预测落石运动轨迹、形式、速度和能量等运动特性是边坡灾害防治的重点。针对已有研究较多采用单一坡面材料和不可破碎球体落石模型开展边坡落石运动分析,难以反映真实落石运动特性的研究不足。首先给出基于真实地形数据的3D边坡建模流程,并基于PFC3D离散元软件分别建立了4种形状(正六面体、正十二面体、正二十面体、球体)落石的不可破碎刚性体模型和可破碎离散元模型以及边坡落石运动分析模型。其次采用已有野外落石碰撞试验与岩石单/三轴压缩试验数据分别标定并验证了落石-边坡(光滑基岩裸露面、碎屑堆积层、松散碎石土)间线性接触与落石(红砂岩、花岗岩、类岩石材料)内部颗粒间平行黏结接触模型参数。进一步开展了落石形状、尺寸和坡面材料对落石运动特性的参数影响分析,结果表明:落石尺寸越大、球度越低,能量损失越多,运动过程中其平动和转动速度峰值越小;坡面材料硬度越低,落石与其碰撞摩擦时的接触面积越大,能量损失越多,落石平动和转动速度峰值越小;坡面材料硬度较大且落石材料强度较低时,需考虑落石在运动过程中破碎的影响,而坡面材料硬度较低时落石可简化为刚性体。最后,对台湾省苗栗县某落石灾害进行数值模拟复现,验证了所建立的可破碎落石模型和提出的边坡落石运动特性数值仿真分析方法能较准确预测真实灾害中落石的破碎特征、运动轨迹和停积位置,可为山区落石防护设计提供参考。

       

      Abstract: Rockfall disasters frequently occur in mountainous regions,and efficiently and accurately predicting their motion characteristics—such as trajectory,motion form,velocity,and energy—is essential for slope disaster prevention and control. Existing studies mostly use a single slope material and rigid spherical rockfall models,which struggle to capture realistic rockfall behavior. In this study,a 3D slope modeling process based on actual terrain data was first described. Rigid and fragmentable discrete element models of rockfalls with four different shapes(regular hexahedron,regular dodecahedron,regular icosahedron,and sphere)were then established,along with a slope rockfall motion analysis model,using the PFC3D software. Based on field rockfall impact tests and uniaxial/triaxial compression tests on rocks,the parameters of the linear contact model(representing rockfall-slope interaction for smooth bedrock,debris accumulation layers,and loose gravelly soil)and the parallel bond contact model(characterizing inter-particle interaction within rockfalls for red sandstone,granite,and rock-like material)were calibrated and validated. The influences of rockfall shape,size,and slope material on motion characteristics were analyzed. The results indicate that as rockfall size increases and sphericity decreases,energy loss increases,leading to lower peak translational and rotational velocities during motion. Lower slope material hardness results in larger impact and friction contact areas,causing greater energy loss and reduced peak translational and rotational velocities. Rockfall fragmentation should be considered when the slope material is hard and the rockfall is weak,whereas rockfall can be treated as a rigid body when the slope material is soft. Finally,a rockfall disaster in Miaoli County,Taiwan Province,China,was numerically reproduced. The simulation verified that the established fragmentable rockfall model and the proposed numerical analysis method can accurately predict fragment characteristics,motion trajectories,and deposition positions in actual rockfall events,providing a valuable reference for rockfall protection design in mountainous regions.

       

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