首页|高陡边坡多源数据融合模型构建方法及稳定性分析

高陡边坡多源数据融合模型构建方法及稳定性分析

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构建反映真实地质体的精细化数值计算模型是数值模拟分析的关键.以3DMine软件的优秀三维地质模型构建能力为基础,提出了 一种多软件耦合(3DMine-Rhino-HyperMesh)的数值模型建模方法,解决了露天矿高陡边坡三维地质与数值统一模型构建难题,并详细阐述了该建模方法的具体步骤和思路.以攀枝花某露天采场为工程背景,构建了反映真实地质体矿区的精细化数值模型,并分析了矿场边坡的潜在破坏机制.结果表明,该建模方法构建出的模型与真实地质体产状对应性较好的同时,提高了数值模型网格质量,对构建大型复杂地质体数值模拟计算分析提供了一种新的建模思路.
Construction Method and Stability Analysis of Multi-Source Data Fusion Model for High and Steep Slope
Constructing a refined numerical calculation model that reflects the real geological body is the key to numerical simulation analysis.Based on the excellent three-dimensional geological model construction ability of 3DMine software,a numerical model modeling method of multi-software coupling(3DMine-Rhino-HyperMesh)was proposed,which solved the problem of three-dimensional geological and numerical unified model construction of high and steep slope in open-pit mine.The specific steps and ideas of the modeling method were described in detail.Taking an open pit in Panzhihua as the engineering background,a refined numerical model reflecting the real geological body mining area was constructed,and the potential failure mechanism of the mine slope was analyzed.The results show that the model constructed by this modeling method has a good correspondence with the real geological body,and improves the grid quality of the numerical model,thus providing a new modeling idea for the numerical simulation calculation and analysis of large-scale complex geological bodies.

High and steep slopeGeological modelNumerical modelMulti-software couplingStability analysis

汪超、付晓东、万道春、张帆、王世玲、杜文杰

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湖北工业大学土木建筑与环境学院,湖北武汉 430069

中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室,湖北武汉 430071

攀钢集团矿业有限公司,四川攀枝花市 617000

高陡边坡 地质模型 数值模型 多软件耦合 稳定性分析

云南省科技重大专项国家自然科学基金

202303AA080010752179117

2024

矿业研究与开发
长沙矿山研究院有限责任公司 中国有色金属学会

矿业研究与开发

CSTPCD北大核心
影响因子:0.763
ISSN:1005-2763
年,卷(期):2024.44(3)
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