| 基于AutoCAD和GEO-SLOPE的边坡稳定性分析 |
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| 引用本文： | 贺育胜,陈雅斌. 基于AutoCAD和GEO-SLOPE的边坡稳定性分析[J]. 山西建筑, 2008, 34(2): 360-361 |
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| 作者姓名： | 贺育胜 陈雅斌 |
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| 作者单位： | 华北水利水电学院,河南郑州,450008 |
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| 摘 要： | 指出AutoCAD作为一款功能强大的绘图软件,同时具有矢量查询和计算功能,将它应用于一个边坡稳定分析中,将其计算结果与GEO-SLOPE计算结果进行比较,得出结论:AutoCAD的方法稳定性系数稍微偏大,GEO-SLOPE中的瑞典条分法和简化毕肖普法趋于安全。
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| 关 键 词： | 条分法 AutoCAD GEO-SLOPE |
| 文章编号： | 1009-6825（2008）02-0360-02 |
| 收稿时间： | 2007-09-01 |
| 修稿时间： | 2007-09-01 |
Slope stability analysis based on AutoCAD and GEO-SLOPE |
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| HE Yu-sheng,CHEN Ya-bin. Slope stability analysis based on AutoCAD and GEO-SLOPE[J]. Shanxi Architecture, 2008, 34(2): 360-361 |
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| Authors: | HE Yu-sheng CHEN Ya-bin |
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| Affiliation: | HE Yu-sheng CHEN Ya-bin |
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| Abstract: | It points out AutoCAD is a drawing software of many functions, including amount consulting and calculation.Applied in slope stability analysis and compares its calculating result with GEO-SLOPE result.The conclusion is: stability parameter of AutoCAD is higher,and Sweden dividing method and simplified Bisharp method of Geo-slope is more safe. |
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| Keywords: | dividing method AutoCAD GEO-SLOPE |
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