沈位刚, 赵涛, 戴峰, 王塞玉. 2016: 基于离散元方法的落石碰撞破碎研究. 工程地质学报, 24(s1): 1047-1053. DOI: 10.13544/j.cnki.jeg.2016.s1.151
    引用本文: 沈位刚, 赵涛, 戴峰, 王塞玉. 2016: 基于离散元方法的落石碰撞破碎研究. 工程地质学报, 24(s1): 1047-1053. DOI: 10.13544/j.cnki.jeg.2016.s1.151
    SHEN Weigang, ZHAO Tao, DAI Feng, WANG Saiyu. 2016: INVESTIGATION OF ROCKFALL IMPACT FRAGMENTATION BASED ON THE DEM. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 1047-1053. DOI: 10.13544/j.cnki.jeg.2016.s1.151
    Citation: SHEN Weigang, ZHAO Tao, DAI Feng, WANG Saiyu. 2016: INVESTIGATION OF ROCKFALL IMPACT FRAGMENTATION BASED ON THE DEM. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 1047-1053. DOI: 10.13544/j.cnki.jeg.2016.s1.151

    基于离散元方法的落石碰撞破碎研究

    INVESTIGATION OF ROCKFALL IMPACT FRAGMENTATION BASED ON THE DEM

    • 摘要: 落石是山区公路边坡常见的地质灾害。落石撞击破碎是落石灾害中常见的现象,落石破碎致使运动轨迹改变往往会增大落石的危害性,但其通常未被考虑到落石的防护设计中。因此,落石破碎机理的研究对落石防护措施设计有重要的指导意义。本文运用离散元方法(离散元开源软件Esys-Particle)模拟落石铅直撞击地面的过程。在模型中,落石由大量的颗粒组成,并且相邻的颗粒由可断裂的黏结材料黏接;地面由一层固定的颗粒组成,从而模拟地面的摩擦、弹性变形性质。模型模拟出落石反弹、破碎和粉碎等过程,分析黏结材料的杨氏模量、颗粒间凝聚力和内摩擦角对落石撞击地面过程的影响,得出落石撞击过程中破坏率和动能的变化过程。研究发现:当杨氏模量和凝聚力的比值较小时,落石将会发生反弹;当杨氏模量和凝聚力的比值增大到一定程度时,落石将会破碎成不同大小的块体;当杨氏模量和凝聚力的比值超过一定限度时,落石将会破碎成非常细小的块体;内摩擦角的变化对撞击过程影响非常小。

       

      Abstract: Rock falls are a common geologic hazard of rock slopes in mountainous regions. It normally causes significant hazards to human lives and lifeline facilities. Rock fragmentation is frequently observed in rock fall events. However, rock fragmentation upon impact is usually not accounted for in the design of defense structure. The trajectories of rock fragments are much different from that of intact block(used to design barrier) and are more difficult to predict with an increase in the risk of causing damage to properties and lives. Therefore, the mechanism of rock fall impact breakage plays an important role in the prevention of rock fall hazards. In particular, predicting the size, shape and number of fragments generated under impact is fundamental to design more efficient protection systems. In this paper, the Discrete Element Method(DEM) has been used to simulate the impact process of rock fall, such as the potential rock mass fragmentations induced by the dynamic impact. In these simulations, the spherical rock sample is regarded as an assembly of particles in which the adjacent particles are connected by a breakable bond, and the ground is represented by a rigid plate with a layer of particles fixed on the surface for the purpose of simulating the elastic deformation and friction of the ground. Employing the open source DEM code EsyS-Particle, the general features of rock fall are illustrated in details, regarding the rock block damage patterns(rebound, fragmentation and crush).Meanwhile, this study reveals how the evolutions of the number of broken bonds and the kinetic energy of the model are influenced by the micro-parameters, such as the bond Young's modulus, inter-particle cohesion and friction angle. Based on the numerical results, for sufficiently low ratios of the Young's modulus to cohesion, the rock block does not fracture but rebound. For using medium ratios, the rock block can break into many fragments. For sufficiently high ratios, the rock block can be crushed into very small dispersed grains. Our results indicate that the potential for impact fragmentation tends to reduce with the decreasing ratio of the Young's modulus to cohesion, while the friction angle has a little influence on the impact process.

       

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