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某综合管廊工程抗地基液化变形的设计
Design of Subgrade Liquefiable Deformation Resistance of an Engineering Tunnel Project
【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。
【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.
【关键词】 管线;
液化;
上浮;
沉陷;
压密注浆;
【Key words】 pipeline; liquefaction; floating; sinking; compact grouting;
【Key words】 pipeline; liquefaction; floating; sinking; compact grouting;
- 【文献出处】 城市道桥与防洪 ,Urban Roads Bridges & Flood Control , 编辑部邮箱 ,2011年08期
- 【分类号】TU990.3
- 【下载频次】166