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隧道建设(中英文) ›› 2006, Vol. 26 ›› Issue (2): 65-67.DOI: B

• 施工技术 • 上一篇    下一篇

夹坑隧道右洞软弱偏压地质段施工

江东明, 方建来, 孙宝亮   

  1. 龙丽高速公路松阳段建设工程指挥部
  • 收稿日期:2006-01-09 修回日期:2006-02-06 出版日期:2006-04-20 发布日期:2009-12-09
  • 作者简介:江东明(1970-)|男|浙江松阳县人|2001年毕业于长沙交通学院交通土建专业|本科学历|工程师|主要从事公路隧道及路桥施工技术研究及管理工作。

Construction of Uneven Pressured Portion of Right Tube
of Jiakeng Tunnel Located in Soft Ground

JIANG Dong-Meng, FANG Jian-Lai, SUN Bao-Liang   

  1. The engineering conductor department of Longli highway in Songyang
  • Received:2006-01-09 Revised:2006-02-06 Online:2006-04-20 Published:2009-12-09

摘要:

夹坑隧道右洞进口位于软弱、偏压不良地质地段,施工过程中明洞地段发生了坍方,并影响到暗洞的施工。根据现场的地质情况,及时调整设计方案,对隧道地表进行导管注浆加固,并对暗洞支护措施进行了相应调整,增加了防偏压措施,顺利通过了软弱、偏压地段。对设计、施工措施及施工工艺、方法作了较为详细的介绍。

关键词:  , 隧道 软弱 偏压 施工

Abstract:

The entrance portion of the right tube of Jiakeng tunnel is located in soft ground with uneven pressure. During the construction of the tunnel, collapses occur at the open tunnel, which imposes impact on the construction of the underground tunnel. On basis of the geological conditions of the tunnel, the design proposals are timely adjusted, consolidation grouting is conducted from the ground surface, the reinforcement measures for the underground tunnel are adjusted and additional measures against the uneven pressure are taken, so that the construction of the tunnel portion in soft ground with uneven pressure is accomplished successfully. The article presents a detailed description of the design and construction of the tunnel.

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