在构建与地下采矿后设施有关的几何数字模型时进行地面激光扫描

IF 0.7 Q4 MECHANICS
Maciej Bodlak, Jakub Izydorski
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引用次数: 0

摘要

摘要 文章介绍了建立地下采矿后设施数值模型准三维几何图形的过程。为此,文章基于地面激光扫描(TLS)技术,对波兰下西里西亚克罗比察圣约翰内斯矿地下旅游路线 "地质公园 "的一部分--圣约翰坑道的一部分进行了测量,该坑道位于克罗比察、Gierczyn 和 Przecznica 附近--这些地方位于著名的疗养胜地 Świeradów Zdrój附近。TLS 作为最先进的采矿测量技术之一,即使是最复杂的地下采矿设施几何形状也能准确测绘。这为建立更精确的地下岩体行为数值模型提供了广阔的可能性。因此,可以获得更可靠的计算结果,这些结果是设计采矿支架保护(例如,使用岩石螺栓)的基础。这将有助于提高地下挖掘的安全性,改善矿业开采条件以及供游客参观的采矿后历史挖掘。在构建数值模型的几何图形时,使用了 Trimble RealWorks 等软件来确定测量站的各个 "点云 "的方向。此外,还使用 CloudCompare 软件生成以隧道轴线为基准的横截面,并使用 AutoCad 软件对选定的特征横截面进行处理和空间定位。使用最新版本的 FLAC 3D v.9.0软件,将测量获得的挖掘横截面几何图形映射和离散化(即网格化),同时赋予其三维空间。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Terrestrial laser scanning in the construction of a numerical model geometry related to underground post-mining facility
Abstract The procedure of building a quasi-3D geometry of a numerical model of an underground post-mining facility is presented in the article. For this purpose, measurements were made, based on the terrestrial laser scanning (TLS) technology, of a fragment of St. John adit, which is part of the underground tourist route “Geopark” St. Johannes Mine in Krobica in Lower Silesia in Poland, in the neighborhood of Krobica, Gierczyn and Przecznica – the places located in the vicinity of the well-known health resort Świeradów Zdrój. TLS, as one of the most advanced mining surveying technologies, enables accurate mapping of even the most complex geometries of underground mining facilities. This opens wide possibilities in the construction of more accurate numerical models of the behavior of the rock mass around such underground objects. As a result, more reliable calculation results are obtained, which are the basis for designing mining support protection, for example, with rock bolting. This translates into an improvement in the safety of underground excavations, in the conditions of exploitation in mining as well as in historical post-mining excavations made available to tourists. In the construction of the geometry of numerical model, software such as Trimble RealWorks was used to orientate individual “point clouds” from measurement stations. CloudCompare software was also used to generate cross sections to the adit axis, and AutoCad software was used for processing and spatial orientation of a selected characteristic cross section. Using the latest version of the FLAC 3D v.9.0 software, the excavation cross-section geometry obtained from measurements was mapped to and discretized (i.e., meshed), giving it a third dimension at the same time.
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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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