| 邻近国铁的地铁深基坑底土体加固宽度优化分析 |
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| 引用本文： | 刘振京,闫周福,张云,宋兴海,薛炳勇.邻近国铁的地铁深基坑底土体加固宽度优化分析[J].城市轨道交通研究,2011,14(4):45-48. |
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| 作者姓名： | 刘振京 闫周福 张云 宋兴海 薛炳勇 |
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| 作者单位： | 刘振京,张云,宋兴海,薛炳勇,Liu Zhenjing,Zhang Yun,Song Xinghai,Xue Binyong(河北工程技术高等专科学校土木工程系,061001,沧州);闫周福,Yan Zhoufu(深圳市勘察测绘院有限公司,518029,深圳) |
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| 摘 要： | 根据实际工程,运用FLAC-3D软件建立了深基坑工程的数值分析模型,就基坑坑底加固措施对基坑本身及其周边环境的影响进行了分析.建议坑底加固区的合理宽度为1倍基坑开挖深度左右,从而在较大程度上控制基坑坑壁的位移.
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| 关 键 词： | 深基坑开挖 加固宽度 数值分析 |
Analysis on the Width Reinforcement at the Bottom of Deep Pit near National Railways |
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| Liu Zhenjing,Yan Zhoufu,Zhang Yun,Song Xinghai,Xue Binyong.Analysis on the Width Reinforcement at the Bottom of Deep Pit near National Railways[J].Urban Mass Transit,2011,14(4):45-48. |
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| Authors: | Liu Zhenjing Yan Zhoufu Zhang Yun Song Xinghai Xue Binyong |
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| Institution: | Liu Zhenjing,Yan Zhoufu,Zhang Yun,Song Xinghai,Xue Binyong Department of Civil Engineering,Hebei Engineering and Technical College,061001,Cangzhou,China |
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| Abstract: | In order to ensure the stability of deep excavation pit and the embankment near national railways,this paper has established a numerical analysis model for deep foundation engineering by FLAC-3D software.carried out a series of comparison and analysis on the impact of pit bottom reinforcement measures on pit itself and the environment based on the actual engineering,puts forward a reasonable bottom reinforced area which is 1 time the width of the excavating depth,to control more effectively the excavation p... |
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| Keywords: | deep excavation width reinforcement numerical analysis |
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