基于三维模拟的落石运动特性研究
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作者:
作者单位:

贵州省煤矿设计院有限公司,贵州 贵阳 55002

作者简介:

李帅(1991—),男,高级工程师,从事岩土工程勘察、地质灾害防治等工作。

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中图分类号:

P642.21

基金项目:

贵州煤设地质工程有限责任公司创新资助项目(GMS-2024.KJ-004);贵州省科技支撑计划基金资助项目(黔科合支撑〔2023〕一般 143)


Research on the characteristics of rockfall motion based on 3D simulation
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Affiliation:

Guizhou Coal Mine Design Research Institute, Guiyang 550025 , Guizhou, China

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    摘要:

    危岩落石运动特性研究可为危岩治理设计提供精准科学依据。为了定量获取危岩落石运动相关参数,文章以大坝田煤矿危岩落石为例,通过现场调查已经发生的落石点位及数量反演试算获取该崩塌危岩的碰撞恢复系数及滚动摩擦系数,并使用 RocPro3D软件对该崩塌危岩建立了三维实景模型,运用模型进行定量计算。研究结果表明: 1)利用构建模型可以利用软件定量计算落石实时的水平距离、弹跳高度、最大能量;2)数值模拟计算结果与规范公式计算结果较为接近,误差较小。本文结果可为危岩治理设计提供科学依据,避免过度治理,造成资源浪费。

    Abstract:

    Studying the movement characteristics of unstable rock and falling rocks is crucial for providing precise and scientific basis for the design of unstable rock management. In order to obtain relative parameters of rockfall motion, taking the unstable rock and rockfall at the Damaotian coal mine as its research object, through on-site investigations of the locations and quantities of rockfalls that have already occurred, the inversion method is used to calculate the collision recovery coefficient and rolling friction coefficient of the unstable rock. Subsequently, the RocPro3D software is used to construct a three-dimensional realistic model of the unstable rock, and the model is employed for quantitative calculations. The research results indicate:1) The established model can quantitatively calculate the real-time horizontal distance, bounce height, and maximum energy of rockfalls;2) The numerical simulation results are closely aligned with those obtained from standard formula calculations, with minimal error. This study provides scientific basis for hazardous rock management design, effectively avoiding resource waste caused by excessive management.

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李帅,罗崎磷,王洪峰,李文俊.基于三维模拟的落石运动特性研究[J].工程建设,2025,57(10):37-45

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  • 收稿日期:2025-07-08
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  • 在线发布日期: 2025-11-06
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