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GIS数据用于复杂边坡三维极限平衡稳定分析
引用本文:赵春宏,崔大勇,刘振波,谢谟文.GIS数据用于复杂边坡三维极限平衡稳定分析[J].岩土力学,2009,30(3):707-711.
作者姓名:赵春宏  崔大勇  刘振波  谢谟文
作者单位:1. 云南省电力设计院,昆明,650011
2. 北京科技大学,土木与环境工程学院,北京,100083
摘    要:利用基于GIS(Geographic Information System,地理信息系统)栅格数据的三维极限平衡分析模型,可以充分考虑边坡的三维复杂空间特性。经过数据的获得、数据的处理、模型的建立和稳定性分析,不但给出了边坡的三维安全系数,而且给出了危险滑动面上的滑动力分布矢量图。结果表明,滑动面上力的分布极不均匀,呈现明显的复杂空间特性。

关 键 词:边坡  三维极限平衡  地理信息系统(GIS)  栅格
收稿时间:2007-04-25

GIS data used for stability analysis of 3D limit equilibrium of complex slope
ZHAO Chun-hong,CUI Da-yong,LIU Zhen-bo,XIE Mo-wen.GIS data used for stability analysis of 3D limit equilibrium of complex slope[J].Rock and Soil Mechanics,2009,30(3):707-711.
Authors:ZHAO Chun-hong  CUI Da-yong  LIU Zhen-bo  XIE Mo-wen
Institution:1. Yunnan Electric Power Design Institute, Kunming 650011, China; 2. School of Civil and Environmental Engineering, Beijing University of Science and Technology, Beijing 100083, China
Abstract:Based on the grid data of the geographic information systems (GIS), the complex 3D spatial properties of slope can be fully considered in 3D limit equilibrium analysis. Through data acquisition, data processing, model establishing and stability analysis, the 3D safety factor can be calculated; and also the vector diagram of distribution of sliding forces on critical slip surface can be mapped. The result indicates that the distribution of forces on the slip surface is extremely uneven and shows obviously complex spatial properties.
Keywords:slope  three-dimensional limit equilibrium  geographic information system (GIS)  grid
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