Geometrization of a 3D numerical model of an underground facility based on the results of terrestrial laser scanning

IF 0.7 Q4 MECHANICS
Maciej Bodlak
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引用次数: 0

Abstract

The article proposes a method of combining CloudCompare, RHINO, and FLAC3D software, aimed at building numerical models of underground objects of natural or engineering origin, based on the results of measurements made using terrestrial laser scanning technology. This technology is one of the most advanced in mine survey as it enables accurate mapping of even the most complex geometries of underground facilities. This opens wide possibilities in the construction of more accurate numerical models of the behavior of the rock mass around such underground objects. The results of simulation of the behavior of the rock mass around the analyzed excavations, obtained by performing numerical calculations, allow predicting unfavorable phenomena that may occur as a result of the destruction of the rock mass and which may threaten the safety of users of underground facilities, for example, caves, tunnels, and mining excavations. In this work, we carried out measurements using a terrestrial laser scanner and obtained a “point cloud” that reproduced the geometry of the underground facility. An example is a fragment of the adit St. Johannes, which is part of the underground tourist route “Geopark” St. Johannes Mine in Krobica in Lower Silesia in Poland in the neighborhood of Gierczyn and Przecznica. In the next step, the measurement results were processed, so that it was possible to import the generated geometry into the FLAC3D software and use it to build a numerical model of the adit, based on “brick” zones. The aim of the article is to present in detail the methodology of geometrization of numerical models of underground objects with complex geometry. The author wanted the method to be as easy to use as possible, give full control over the surface structure, and not require many numerical modeling programs.
基于地面激光扫描结果的地下设施三维数值模型的几何设计
文章提出了一种结合 CloudCompare、RHINO 和 FLAC3D 软件的方法,旨在根据地面激光扫描技术的测量结果,建立自然或工程地下物体的数值模型。这项技术是矿山勘测领域最先进的技术之一,因为即使是最复杂的地下设施几何形状,它也能精确测量。这为建立更精确的地下岩体行为数值模型提供了广泛的可能性。通过数值计算获得的分析挖掘物周围岩体行为的模拟结果,可以预测岩体破坏后可能出现的不利现象,这些现象可能会威胁到地下设施(如洞穴、隧道和采矿挖掘物)使用者的安全。在这项工作中,我们使用地面激光扫描仪进行了测量,获得了 "点云",再现了地下设施的几何形状。例如,位于波兰下西里西亚克罗比察的圣约翰内斯矿井的一个坑道片段,该坑道是地下旅游路线 "地质公园 "圣约翰内斯矿的一部分,位于 Gierczyn 和 Przecznica 附近。下一步是对测量结果进行处理,以便将生成的几何图形导入 FLAC3D 软件,并利用该软件根据 "砖块 "区域建立坑道的数值模型。文章的目的是详细介绍具有复杂几何形状的地下物体数值模型的几何化方法。作者希望该方法尽可能简单易用,能够完全控制地表结构,并且不需要很多数值建模程序。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
1.30
自引率
16.70%
发文量
20
审稿时长
16 weeks
期刊介绍: An international journal ‘Studia Geotechnica et Mechanica’ covers new developments in the broad areas of geomechanics as well as structural mechanics. The journal welcomes contributions dealing with original theoretical, numerical as well as experimental work. The following topics are of special interest: Constitutive relations for geomaterials (soils, rocks, concrete, etc.) Modeling of mechanical behaviour of heterogeneous materials at different scales Analysis of coupled thermo-hydro-chemo-mechanical problems Modeling of instabilities and localized deformation Experimental investigations of material properties at different scales Numerical algorithms: formulation and performance Application of numerical techniques to analysis of problems involving foundations, underground structures, slopes and embankment Risk and reliability analysis Analysis of concrete and masonry structures Modeling of case histories
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