| 湿陷性黄土拓宽路基变形特性及强夯法处治效应模型试验 |
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| 引用本文： | 翁效林,王玮,刘保健. 湿陷性黄土拓宽路基变形特性及强夯法处治效应模型试验[J]. 中国公路学报, 2011, 0(2) |
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| 作者姓名： | 翁效林 王玮 刘保健 |
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| 作者单位： | 长安大学特殊地区公路工程教育部重点实验室;中交第一公路勘察设计研究院有限公司;河南交通职业技术学院道路与桥梁工程系; |
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| 基金项目： | 中央高校基本科研业务费专项资金项目(CHD2009JC117) |
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| 摘 要： | 为揭示湿陷性黄土地区过湿拓宽路基变形破坏机理及强夯法处治效应,研制了离心场土工构造物变形测试系统,升级传感器电测手段,以浸水入渗条件下高速公路拓宽工程为研究载体,建立与实际应力相符的离心试验模型,通过试验得出了浸水增湿后拓宽路基的沉降变形特征和拓宽地基强夯处治效果。结果表明:拓宽路基坡脚处高含水量对拓宽黄土路基稳定性有显著影响,新路基坡脚水分聚集或地基内部水位上升导致黄土地基发生湿陷的条件成熟,在上部拓宽路基荷载的作用下,整个地基会发生整体或局部湿陷,进而引发整个拓宽新老路基脱节滑移;强夯法能很好地改善黄土地基的湿陷性,保证拓宽路基的整体稳定性。
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| 关 键 词： | 道路工程 湿陷性黄土 模型试验 拓宽路基 增湿破坏 强夯处治 |
Model Test on Deformation Characteristics of Widening Collapsible Loess Roadbed and Dynamic Compaction Method Treatment Effect |
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| WENG Xiao-lin,,WANG Wei,LIU Bao-jian. Model Test on Deformation Characteristics of Widening Collapsible Loess Roadbed and Dynamic Compaction Method Treatment Effect[J]. China Journal of Highway and Transport, 2011, 0(2) |
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| Authors: | WENG Xiao-lin WANG Wei LIU Bao-jian |
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| Affiliation: | WENG Xiao-lin1,2,WANG Wei3,LIU Bao-jian1(1.Key Laboratory for Special Area Highway Engineering of Ministry of Education,Chang'an University,Xi'an 710064,Shaanxi,China,2.CCCC First Highway Consultants Co,Ltd,Xi'an 710075,3.Department of Path Bridge Engineering,Henan Vocational and Technical College of Communications,Zhengzhou 450005,Henan,China) |
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| Abstract: | In order to study the failure mechanism and dynamic compaction method treatment effect of widening collapsible loess roadbed,authors developed centrifugal deformation field test system of geotechnical structures and upgraded electrical measuring instruments of sensors.Regarded widening engineering of expressway under water infiltration as research object,centrifugal test model which was in line with the actual stress was set up.Settlement deformation characteristics and dynamic compaction method treatment e... |
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| Keywords: | road engineering collapsible loess model test widening roadbed humidity damage dynamic compaction treatment |
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