| 边坡稳定设计方法的对比研究 |
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| 引用本文： | 陈奋键,赵维军,杜庭瑞.边坡稳定设计方法的对比研究[J].水运工程,2004(2):7-10,15. |
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| 作者姓名： | 陈奋键 赵维军 杜庭瑞 |
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| 作者单位： | 1. 中港第四航务工程局,广东,广州,510230
2. 中交水运规划设计院,北京,100007 |
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| 摘 要： | 通过对中国、欧洲、日本部分规范设计方法介绍和比较，并用算例对比分析，表明：可靠度理论的边坡稳定设计方法是技术发展方向，欧洲规范值得我们在设计和规范修订中借鉴。
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| 关 键 词： | 边坡稳定 圆弧滑动 抗剪强度 分项系数 可靠度 |
| 文章编号： | 1002-4972(2004)02-0007-04 |
A Comparative Study on Slope Stability Design Methods |
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| CHEN Fen-jian ,ZHAO Wei-jun ,DU Ting-rui.A Comparative Study on Slope Stability Design Methods[J].Port & Waterway Engineering,2004(2):7-10,15. |
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| Authors: | CHEN Fen-jian ZHAO Wei-jun DU Ting-rui |
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| Institution: | CHEN Fen-jian 1,ZHAO Wei-jun 1,DU Ting-rui 2 |
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| Abstract: | According to the comparison of the design methods based on partial Chinese,European and Japanese codes respectively,and combining the comparative analysis of engineering cases,it is proved that slope stability design method based on reliability theory is the technical development trend,and the European code can be a reference for design and code modification. |
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| Keywords: | slope stability circular arc sliding shear strength partial factor reliability |
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