Lianheng Zhao, Changrui Jin, Dongliang Huang, Guoshun Lv, Le Liu, Quan Dai, Ganghai Huang
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引用次数: 0
Abstract
Collisions are the most complex part of rockfall movement processes and significantly affect the scope and movement distance of rockfall hazards. An accurate analysis of collisions is helpful for obtaining reliable rockfall trajectories. In this study, the energy loss during collision is characterized by normal and tangential coefficients of restitution (COR), and the rockfall collision and motion processes are simulated via numerical methods. Contact theory and a method for calculating COR are considered for three-dimensional sphere discontinuous deformation analysis (SDDA) to simulate collisions during rockfall movement. A detailed calibration method is proposed to obtain the critical parameter “contact yield stress” of the normal COR (NCOR). Through parameter sensitivity analysis, the inherent velocity loss in SDDA is investigated, and correction strategies are proposed. Additionally, the effects of the material, incident angle, and impact velocity on COR are studied, and the fundamental reasons for the change in COR caused by various factors are discussed. Finally, based on the topography of a high and steep dangerous rock slope in the Wulong area of Chongqing, China, rockfall motion in complex terrain was simulated, and the simulation results were compared with the traces of rockfall left behind and stopping area in the field. The results show that the SDDA considering COR can simulate the collision process of rockfall movement, which has important practical value for rockfall risk assessment.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.