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GIS-based analysis of fault patterns in urban areas: A case study of Irkutsk city, Russia

机译:基于GIS的城市地区断层模式分析:以俄罗斯伊尔库茨克市为例

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摘要

The capabilities of GIS in modeling fault patterns are explored for Irkutsk city in East Siberia with implications for ground stability. The neotectonic structure of the area is visualized in three dimension (3D) taking into account fault dips, using the ArcGIS, GlobalMapper and Paradigm Geophysical packages. The study area is divided into blocks of different size classes according to the length-based ranks of the bounding faults, which are of five classes distinguished with the equal interval method. The blocks show different deformation patterns, with different densities and strikes of crossing and bounding faults. The data are statistically processed using GIS to estimate the deformation degrees of blocks in arbitrary units per square kilometer using the attributes of rank and crossing/bounding position of faults and the size of blocks. The deformation degrees are then compared with available estimates of ground stability measured as a score of points corresponding to destabilizing factors. Although the comparison generally confirms some linkage between the deformation degree of blocks and their ground stability, the correlation is intricate and ambiguous. In order to enhance the advantages of GIS in building and analyzing 3D models of fault patterns for estimating ground stability and mitigating geological hazards, it is expected in the future to proceed from the reported initial step of visualization to more advanced analysis. Graphical abstract Display Omitted Highlights ? GIS tools applied for detection and mapping of fault blocks in urban areas. ? Solid model of fault blocks created taking into account fault dips. ? Solid model of blocks combined with fault map for ground stability assessment in urban areas.
机译:在东西伯利亚的伊尔库茨克市探索了GIS在故障模式建模中的功能,这对地面稳定性具有重要意义。考虑到断层倾角,使用ArcGIS,GlobalMapper和Paradigm Geophysical软件包以三维(3D)可视化该区域的新构造结构。根据边界断层的基于长度的等级,将研究区域划分为不同大小级别的块,这些块分为用等间隔方法区分的五类。这些块体显示出不同的变形模式,具有不同的密度和跨界断层走向。使用GIS对数据进行统计处理,以利用断层的等级和交叉/边界位置属性以及块的大小来估计每平方公里任意单位的块变形程度。然后将变形度与地面稳定性的可用估计值进行比较,该估计值以对应于不稳定因素的点的分数进行测量。尽管该比较通常证实了砌块的变形程度与其地面稳定性之间的某种联系,但相关性是复杂而模棱两可的。为了增强GIS在建立和分析断层模式的3D模型以估计地面稳定性和减轻地质灾害方面的优势,预计在将来,将从报告的可视化初始步骤发展到更高级的分析。图形摘要显示省略的突出显示? GIS工具用于检测和绘制城市地区的故障块。 ?考虑到故障骤降而创建的故障块的实体模型。 ?结合断层图的块体模型用于城市地区的地面稳定性评估。

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