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水库库岸滑坡体稳定性与三维可视化模拟分析系统研究
引用本文:李明超,王忠耀,刘杰.水库库岸滑坡体稳定性与三维可视化模拟分析系统研究[J].岩土力学,2009,30(1):270-274.
作者姓名:李明超  王忠耀  刘杰
作者单位:1.天津大学 建筑工程学院,天津 300072;2.中国水电顾问集团中南勘测设计研究院,长沙 410014
基金项目:中国博士后科学基金,国家重点基础研究发展计划(973计划) 
摘    要:基于滑坡体稳定性极限平衡分析方法、滑坡三维数字建模技术和可视化动态仿真技术等理论方法和技术,采用VC++研制开发了水库库岸滑坡体稳定性与三维可视化模拟分析系统VisualSlope。该系统的实现过程分为系统分析、系统设计、系统开发与实施3个阶段。VisualSlope系统通过图形对象库和数据库读取几何参数数据,进而完成稳定性计算、结果可视化分析和失稳三维动态可视化模拟与演示分析,软件功能丰富,具有一定的通用性,实用性强,为水库库岸滑坡的稳定性分析与防治提供了技术支持平台。

关 键 词:水库滑坡  稳定性  失稳动态模拟  可视化分析  VisualSlope  
收稿时间:2007-08-08

Stability analysis and three-dimensional visual simulation system of landslide at reservoir banks
LI Ming-chao,WANG Zhong-yao,LIU Jie.Stability analysis and three-dimensional visual simulation system of landslide at reservoir banks[J].Rock and Soil Mechanics,2009,30(1):270-274.
Authors:LI Ming-chao  WANG Zhong-yao  LIU Jie
Institution:1. School of Civil Engineering, Tianjin University, Tianjin 300072, China; 2. Mid-South Design & Research Institute, CHECC, Changsha 410014, China
Abstract:Based on the limit equilibrium analysis method of slope stability, three-dimensional(3D) digital slope modeling technique and visual dynamic simulation technique, the VisualSlope system of slope stability analysis and 3D visual simulation at reservoir banks is developed by the VC++ tool. The implementation procedure includes three stages of the system analysis, the system design, and the system development. The VisualSlope system reads all geometric parameter data through the graphic object library and the database. Then, a series of subsequent tasks can be accomplished, such as stability computation, visual analysis of computational results, instability 3-D dynamic simulation and demonstration analysis. The developed system consists of abundant computational and analytical functions, with preferable generality and strong practicability. It can offer a technical support platform to slope stability analysis and control in reservoir banks.
Keywords:VisualSlope
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