张明聚, 张斌, 黄明琦, 郭衍敬. 厦门翔安隧道穿越风化深槽施工效应及技术措施[J]. 北京工业大学学报, 2008, 34(2): 155-158.
    引用本文: 张明聚, 张斌, 黄明琦, 郭衍敬. 厦门翔安隧道穿越风化深槽施工效应及技术措施[J]. 北京工业大学学报, 2008, 34(2): 155-158.
    ZHANG Ming-ju, ZHANG Bin, HUANG Ming-qi, GUO Yan-jing. Construction Effects and Technical Measures During Traversing the Deep Weathered Rock Trough of Xiamen Xiang'an Sub-sea Tunnel[J]. Journal of Beijing University of Technology, 2008, 34(2): 155-158.
    Citation: ZHANG Ming-ju, ZHANG Bin, HUANG Ming-qi, GUO Yan-jing. Construction Effects and Technical Measures During Traversing the Deep Weathered Rock Trough of Xiamen Xiang'an Sub-sea Tunnel[J]. Journal of Beijing University of Technology, 2008, 34(2): 155-158.

    厦门翔安隧道穿越风化深槽施工效应及技术措施

    Construction Effects and Technical Measures During Traversing the Deep Weathered Rock Trough of Xiamen Xiang'an Sub-sea Tunnel

    • 摘要: 针对厦门翔安隧道风化深槽的工程特征,对于不同开挖及支护方法进行了FLAC模拟;通过对比分析提出合理的开挖及支护方法;对全断面帷幕注浆及双侧壁导坑法开挖施工工艺作了介绍.分析结果表明,双侧壁导坑法使拱部、侧墙、底板的变形明显减小,整个隧道的受力也更加合理,没有产生集中应力较大区域.建议选择双侧壁导坑法开挖;采用全断面帷幕注浆进行预加固;双侧壁导坑法开挖过程中,应配合小导管注浆等其他辅助加固措施.

       

      Abstract: Based on the general situation and geology condition of the Xiamen Xiang'an sub-sea tunnel,the construction effects on different methods of excavation and pre-supporting were simulated by FLAC.The rational method of excavation and pre-supporting was proposed through analysis and comparison of the computed results.The construction technology of double-side pilot heading excavation method and full-section curtain grouting was introduced.The simulated results of the double-side pilot heading excavation method show that the deflections of arch crown,side wails,and bottom plate will be reduced obviously;the tunnel section will be forced in much more rational distribution;and there will not be large areas of stress concentration.The suggestions include:1)to select the double-side pilot heading excavation method,2)to adopt full-face curtain grouting for advanced consolidation,3)and to apply grouting by small diameter steel tubes and other supple- mentary reinforced measures during the excavation.

       

    /

    返回文章
    返回