Research of the Visualization System for Soil Slope Stability Analysis Based on GIS

王小明; 王宝军; 施斌

您当前的位置：

首页 >

文章列表页 >

Research of the Visualization System for Soil Slope Stability Analysis Based on GIS

更新时间：2025-12-11

- Research of the Visualization System for Soil Slope Stability Analysis Based on GIS
- Issue 3, Pages: 363-367+376(2007)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：
  CLC： U43;P208
- Published：2007
- 稿件说明：
移动端阅览
[1]王小明,王宝军,施斌.基于GIS的可视化土质边坡稳定性分析系统研究[J].防灾减灾工程学报,2007(03):363-367+376.

王小明, 王宝军, 施斌. Research of the Visualization System for Soil Slope Stability Analysis Based on GIS[J]. 2007, (3): 363-367+376.
[1]王小明,王宝军,施斌.基于GIS的可视化土质边坡稳定性分析系统研究[J].防灾减灾工程学报,2007(03):363-367+376. DOI：

王小明, 王宝军, 施斌. Research of the Visualization System for Soil Slope Stability Analysis Based on GIS[J]. 2007, (3): 363-367+376. DOI：

摘要

结合GIS空间数据分析能力与极限平衡法开发了可视化的土质边坡稳定性分析系统GiSlope

介绍了边坡几何模型、外荷载与加筋结构模型、滑动面及地下水位线模型等分析模型的可视化建立过程

阐述了计算分析的设定、任意形状滑动面土条条分方法以及计算参数的确定方法。通过对几个典型实例的分析与国内外商业软件计算结果的对比

验证了系统计算的正确性和可靠性。

Abstract

Combining the spatial analysis function of GIS with the limit equilibrium method

a visualization system（GiSlope） for soil slope stability analysis is developed.The visualizing establishment process of the analysis model is introduced.The setting of the analysis

slices division methods of random shape of slip surface and the method of confirming parameters are explained.Finally

several typical examples are put forward for comparing GiSlope with commercial software.The results prove that GiSlope is accurate and credible.

关键词

Keywords

references

边坡稳定性计算程序中的可视化技术 [J]. 夏元友,朱勇,周强新. 武汉理工大学学报 . 2006(04)

基于GIS的边坡有限元网格自动生成研究 [J]. 徐帮树,徐建华,芮建勋,王强. 地理与地理信息科学 . 2005(03)

基于边坡单元的三维滑坡灾害评价的GIS方法 [J]. 谢谟文,江崎哲郎,周国云. 岩石力学与工程学报 . 2003(06)

可变网格的有限单元分析在边坡稳定计算中的应用 [J]. 刘钧,张炜,陈耕耘. 工程地质学报 . 1995(02)

土质边坡稳定分析[M]. 中国水利水电出版社 , 陈祖煜著, 2003

地质灾害过程模拟和过程控制研究[M]. 科学出版社 , 黄润秋等著, 2002

工程数学基础[M]. 科学出版社 , 曾绍标等编著, 2001

Views

261

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

A Modified Algorithm for Calculating Slope Stability Using Janbu’s Generalized Procedure of Slices

Study on Simulated Rainfall Effect on Pile-anchor-reinforced Soil Combined Structure for Slope Reinforcement

Reinforcement Program of Nuclear Power Plant Water Intake Structure Based on ANSYS Secondary Development

Analysis of the Overall Stability of the Three Dimensional Geonet Protected Slope

Numerical Simulation of Stability in Loading Dump with Weak Basement

Related Author

周岳华

朱大勇

周早生

朱本珍

牌立芳

赵金

吴红刚

李玉瑞

Related Institution

No data

⁰