| 路基边坡面力学试验参数处理方法研究 |
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| 引用本文： | 吴世杰.路基边坡面力学试验参数处理方法研究[J].安徽建筑工业学院学报,2010,18(3):64-66. |
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| 作者姓名： | 吴世杰 |
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| 作者单位： | 安徽省阜阳市公路局颍泉分局,阜阳236000 |
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| 摘 要： | 介绍了半填半挖路基挖填交接面的形式分类以及相应的变形破坏形式,同时提出采用随机-模糊统计法处理路基稳定性。半挖半填式路基是高速公路施工中一种常见的修筑方式,其稳定性的好坏取决于挖填交接面的形式及其岩体力学性质。表明了模糊统计处理方法优于传统的随机处理方法,通过工程应用实例表明该方法可靠合理,具有广泛推广的价值。
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| 关 键 词： | 高速公路路基 挖填交接面类型 岩体力学参数 |
Research for roadbed side slope surface mechanical testing parameter processing method |
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| WU Shi-jie.Research for roadbed side slope surface mechanical testing parameter processing method[J].Journal of Anhui Institute of Architecture(Natural Science),2010,18(3):64-66. |
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| Authors: | WU Shi-jie |
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| Affiliation: | WU Shi-jie(Fuyang City Highway Administration Bureau Yingquan sub-bureau,Fuyang 236000,China) |
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| Abstract: | The article introduced the side-hill fill roadbed digs fills in the connection surface the form classification as well as the corresponding distortion destruction form,simultaneously proposed that uses the stochastic-fuzzy database handling roadbed stability.Partly digs partly fills in the type roadbed is in the highway construction one kind common constructs the way,its stable quality is decided in digging fills in the connection surface the form and the rock mechanics nature.Had indicated the fuzzy statis... |
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| Keywords: | Highway roadbed Digs fills in the connection surface type Rock mechanics parameter |
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