| 某综合管廊工程抗地基液化变形的设计 |
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| 引用本文： | 汪敏.某综合管廊工程抗地基液化变形的设计[J].城市道桥与防洪,2011(8):361-364,25,26. |
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| 作者姓名： | 汪敏 |
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| 作者单位： | 上海市政工程设计研究总院（集团）有限公司,上海,200092 |
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| 摘 要： | 针对某埋置于可液化土层中的盾构法综合管廊工程,该文介绍了采取压密注浆的抗液化沉陷和抗上浮措施,并进行了地震液化时的抗浮验算和压密注浆方案设计。该方案设计可供相关工程参考。
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| 关 键 词： | 管线 液化 上浮 沉陷 压密注浆 |
Design of Subgrade Liquefiable Deformation Resistance of an Engineering Tunnel Project |
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| Wang Min.Design of Subgrade Liquefiable Deformation Resistance of an Engineering Tunnel Project[J].Urban Roads Bridges & Flood Control,2011(8):361-364,25,26. |
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| Authors: | Wang Min |
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| Abstract: | Aiming at an engineering tunnel project embedded in liquefiable soil by shield process,the article introduces the use of the compact grouting of anti-liquefiable sinking and anti-floating measures,and designs the anti-floating checking computation and the compact grouting scheme of the earthquake liquefaction.This scheme design can be referred for the similar projects. |
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| Keywords: | pipeline liquefaction floating sinking compact grouting |
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