王涛, 蔡晓斌, 陈晓玲, 吴玮. 基于RS/GIS技术与数值计算的库岸边坡稳定性研究[J]. 武汉大学学报 ( 信息科学版), 2005, 30(10): 917-920.
引用本文: 王涛, 蔡晓斌, 陈晓玲, 吴玮. 基于RS/GIS技术与数值计算的库岸边坡稳定性研究[J]. 武汉大学学报 ( 信息科学版), 2005, 30(10): 917-920.
WANG Tao, CAI Xiaobin CHEN Xiaoling WU Wei, . Stability of Reservoir Slope Based on RS/GIS and Numerical Simulation[J]. Geomatics and Information Science of Wuhan University, 2005, 30(10): 917-920.
Citation: WANG Tao, CAI Xiaobin CHEN Xiaoling WU Wei, . Stability of Reservoir Slope Based on RS/GIS and Numerical Simulation[J]. Geomatics and Information Science of Wuhan University, 2005, 30(10): 917-920.

基于RS/GIS技术与数值计算的库岸边坡稳定性研究

Stability of Reservoir Slope Based on RS/GIS and Numerical Simulation

  • 摘要: 利用相关的地质、地貌、岩土性质、土地利用类型等数据,在对水库库区景观进行可视化分析的基础上,将宏观上的滑坡危险区域识别与微观上的危险区域内边坡稳定数值模拟相结合,研究了库岸边坡稳定性问题,并对库区复杂条件下的岩质边坡稳定性评价进行了尝试性探索。

     

    Abstract: Data related to geology, landform, property of rock and soil, and land use / cover types are selected to study the stability of reservoir slope based on RS/GIS and numerical simulation in this paper. The reservoir area is visualized for qualitative analysis. The dangerous zones are identified with a combined analysis of statistical evaluation, rule-based classification and numerical simulation of slope stability. The result shows that a combination of RS/GIS and numerical simulation is effective on the evaluation of the stability of rock slopes under complex conditions in the reservoir area.

     

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