| 一种黄土高边坡设计的新方法 |
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| 引用本文： | 叶万军,王东耀,折学森,倪万魁,陈志新,付兵先. 一种黄土高边坡设计的新方法[J]. 力学学报, 2005, 13(3): 415-418 |
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| 作者姓名： | 叶万军 王东耀 折学森 倪万魁 陈志新 付兵先 |
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| 作者单位： | 1. 长安大学特殊地区公路工程实验室,西安710064;2. 长安大学地质工程与测绘工程学院,西安710054 |
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| 摘 要： | 根据黄土高边坡破坏面的实际特征,假定最危险滑动面为抛物线型,对高边坡进行可靠度分析,应用数学原理,建立了黄土高边坡的设计模型,并对铜黄一级公路黄土高边坡进行分析验证,结果表明,该方法计算的结果与实际较接近。该方法物理意义明确,易操作,可供设计人员参考。
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| 关 键 词： | 黄土高边坡 可靠度 设计 |
| 收稿时间： | 2004-06-09 |
| 修稿时间： | 2004-08-01 |
A NEW DESIGN METHOD FOR A HIGH LOESS SLOPE |
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| YE Wanjun,WANG Dongyao,SHE Xuesen,NI Wankui,CHEN Zhixin,FU Bingxian. A NEW DESIGN METHOD FOR A HIGH LOESS SLOPE[J]. chinese journal of theoretical and applied mechanics, 2005, 13(3): 415-418 |
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| Authors: | YE Wanjun WANG Dongyao SHE Xuesen NI Wankui CHEN Zhixin FU Bingxian |
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| Affiliation: | 1. Highway Engineering Laboratory For Special Regions in Chang′an University,, Xi′an 710064;2. School of Geological and Surveying Engineering, Chang′an University, Xi′an 710064 |
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| Abstract: | This paper presents reliability analyses by assuming a parabolic failure surface based on field observation of failure characteristics of high loess slopes. A design model is developed for the high loess slope accordingly and is tested using the loess high slope of Tong-Huang highway. |
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| Keywords: | High loess slope Reliability Design |
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