Evaluation methods of regional bank slope stability based on geographic information systems and integrated information model

Guo Yu, M. Xie, Y. Li
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Abstract

Through the combination of the geographic information systems (GIS) and the integrated information model, the stability of regional bank slope was comprehensively evaluated. First, a regional bank slope stability evaluation index system was established through studying seven selected factors (slope grade, slope direction, mountain shadow, elevation, stratigraphic lithology, geological structure and river action) that have an impact on the stability of the slope. Then, each factor was rasterized by GIS. According to the integrated information model, the evaluation index distribution map based on rasterized factors was obtained to evaluate the stability of the regional bank slope. Through the analysis of an actual project, it was concluded that the geological structure and stratigraphic lithology have a significant impact on the evaluation results. Most of the research areas were in the relatively low stable areas. The low and the relatively low stable areas accounted for 15.2% and 51.5% of the total study area respectively. The accuracy of slope evaluation results in the study area reached 95.41%.
基于地理信息系统和综合信息模型的区域岸坡稳定性评价方法
通过地理信息系统(GIS)与综合信息模型的结合,对区域岸坡稳定性进行了综合评价。首先,通过选取坡度、坡向、山影、高程、地层岩性、地质构造、河流作用等7个影响岸坡稳定性的因素,建立区域岸坡稳定性评价指标体系。然后,利用GIS对各因子进行栅格化处理。根据综合信息模型,得到基于栅格化因子的评价指标分布图,对区域岸坡稳定性进行评价。通过对一个实际工程的分析,得出地质构造和地层岩性对评价结果影响较大的结论。大部分研究区域处于相对较低的稳定区。低稳定区和相对低稳定区分别占研究区总面积的15.2%和51.5%。研究区坡度评价结果的准确率达到95.41%。
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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