中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊
重庆交通大学学报（自然科学版）

重庆交通大学学报（自然科学版） ›› 2007, Vol. 26 ›› Issue (6): 73-76.

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隧底隐伏岩溶探测及加固处理措施研究

阳敦国1，李敏2   

  1. 1.中铁十九局集团公司，辽宁 辽阳 111000；2.重庆交通大学土木建筑学院，重庆 400074
  • 收稿日期:2007-05-15 修回日期:2007-07-13 出版日期:2007-12-15 发布日期:2015-01-22
  • 作者简介:阳敦国(1970—)，男，四川巴中人，助工，主要从事隧道施工方面的工作.

Research on Detection and Reinforcement Measures for Lies Concealed Karst in Bottom of Tunnel

YANG Dun-guo1,LI Min2   

  1. 1.China Railway 19 Bumau Group Co.Ltd，Liaoning Shenyang 111000，China； 2.School of Civil Engineering&Architecture，Chongqing Jiaotong University，Chongqing 400074，China
  • Received:2007-05-15 Revised:2007-07-13 Online:2007-12-15 Published:2015-01-22

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摘要： 针对宜万铁路16标段三岔口大断面隧道的特殊复杂地质条件：隧底节理裂隙异常发育，溶蚀严重，岩体破碎夹 泥，且有多处不规则岩溶等情况，采用钢花管注浆对隐伏岩溶、溶槽、破碎带进行加固处理，通过注浆钻心取样评定 检查，该段基底承载力达到了设计要求，有效避免了雨季施工产生涌水、突泥岩层产状较缓和因岩溶带来的安全隐患．

关键词: 隧道, 基底, 岩溶, 注浆, 施工

Abstract: The tunnel with large section of the 16th Section in YI WAN Railway is in the special geological conditions．including joinfing fissure developing abnormally，dissolution being very seriously，the rock mass cmshing and many place having abnormity fissure，and 80 on．To minfome and treatment these，the special groutings to fissure，solution groove and some place of berak were advised．At last，assessed by samplings，this carrying capacity in fundus reached the design request，and efectivdy defensed the gushing water，the sudden mud-rock strike-dip moderating production proem and the hidden trouble of safety．

Key words: tunnel, foundation base, karst, grouting, construction

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