| 高速公路高填方湿陷性黄土路基拓宽不均匀沉降处治技术 |
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| 引用本文： | 王健.高速公路高填方湿陷性黄土路基拓宽不均匀沉降处治技术[J].河北建筑工程学院学报,2014(4):11-18. |
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| 作者姓名： | 王健 |
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| 作者单位： | 中铁十八局集团第四工程有限公司,天津300222 |
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| 摘 要： | 对内蒙古赤承高速公路工程拓宽路段结合部整体稳定性进行理论分析和试验验证,提出适合于高速公路拓宽路段工程处治技术,有效地减少新老路基的不均匀沉降,增强加宽路堤的整体稳定性,保证路面的使用寿命,为今后的公路工程拓宽路段建设提供技术支持.
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| 关 键 词： | 不均匀沉降 整体稳定性 高速公路拓宽 |
The highway high embankment in collapsible loess subgrade widening uneven settlement treatment technique |
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| WANG Jian.The highway high embankment in collapsible loess subgrade widening uneven settlement treatment technique[J].Journal of Hebei Institute of Architectural Engineering,2014(4):11-18. |
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| Authors: | WANG Jian |
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| Affiliation: | WANG Jian (China Railway eighteen Bureau Group Fourth Engineering Co Ltd Tianjin 300222) |
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| Abstract: | the Inner Mongolia Chi Cheng highway widening project of linking section of the overall stability of the theoretical analysis and experimental verification,to propose a suitable treatment technology section of Expressway Widening Engineering,effectively reduce the new and old roadbed uneven settlement,enhance the overall stability of widened embankment,to ensure the pavement life,provide technical support for the section of highway engineering construction future widening. |
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| Keywords: | uneven settlement of widening expressway overall stabilit y |
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