人民长江 ›› 2022, Vol. 53 ›› Issue (3): 188-195.doi: 10.16232/j.cnki.1001-4179.2022.03.030

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滚石运动特性的物理模型试验研究

刘彦辉   

  • 发布日期:2022-04-25

Physical modelling experiment on rockfall motion characteristics

LIU Yanhui   

  • Published:2022-04-25

摘要: 滚石的运动特征研究是滚石灾害防治的重要前提,而坡表覆盖层和滚石自身特性是影响其运动特征的重要因素。以斜坡覆盖层材质为变量,开展物理模型试验,研究了混凝土坡面和土质坡面下滚石试块的运动特征;并在此基础上,以在建合壁津高速公路边坡为例,开展滚石运动特征数值模拟研究,以运动速度、转动速度、运动能量等为指标分析了滚石形状和尺寸对其运动过程的影响。结果表明:形状和尺寸对滚石运动特征影响较大,滚石越接近球形、尺寸越小,其运动速度越大、转动速度越大;滚石在下落过程中有30%以上的势能通过坡面碰撞损耗,在滚石防治工程中应考虑这部分损耗,而滚石转动能量只占总动能的1/30~1/10,因此一般不单独考虑滚石的转动过程。研究成果可为滚石防治工程的设计及优化提供参考。

关键词: 滚石运动特征;物理试验;离散元模拟;合壁津高速公路;

Abstract: The research on the motion characteristics of rockfall is an essential vital premise to preventing and controlling the disaster of rockfall. Furthermore, both the covering layer of the slope surface and the rockfall characteristics are essential factors that affect the motion characteristics. Taking the material of the slope covering layer as a variable, a physical test was conducted to study the motion characteristics of rockfall on the concrete slope and soil slope. On this basis, taking the slope of the Hechuan-Bishan-Jiangjin Expressway as an example, the numerical simulation study of the motion characteristics of rockfall was carried out. The influence of the shape and size of the rockfall on the movement process was analyzed by considering the velocity, rotation velocity, and kinetic energy as indicators. The results showed that the shape and size significantly influence the motion characteristics of the rockfall. The closer to a ball-likely shape and the smaller size, the greater the movement speed and rotation speed. More than 30% of the potential energy of the rockfall was lost during the collision, which should be considered in the rockfall stone control project. The rotational kinetic energy of the rockfall only accounted for 1/30~1/10 of the total kinetic energy, so the rotating process of rockfall was generally not considered separately. The research results can provide reference for the design and optimization of the rockfall prevention project.

Key words: rockfall motion characteristics; physical modelling experiment; discrete element simulation; Hechuan-Bishan-Jiangjin Expressway