- CSCD核心中文核心科技核心
- RCCSE(A+)公路运输高质量期刊T1
- Ei CompendexScopusWJCI
- EBSCOPж(AJ)JST
岩溶隧道瞬变电磁三维超前探测技术研究
收稿日期: 2018-08-21
修回日期: 2018-11-19
网络出版日期: 2019-03-05
基金资助
国家自然科学基金(NSFC41674133); 中煤科工集团西安研究院有限公司青年基金(2018XAYQN11)
3D Transient Electromagnetic Advanced Detection Technology for Karst Tunnel
Received date: 2018-08-21
Revised date: 2018-11-19
Online published: 2019-03-05
针对岩溶发育地区隧道开挖时现有地质预报技术对岩溶突水较难做出准确预测的问题,设计出大断面三维多匝小回线瞬变电磁探测技术。依据岩溶发育特点,采用数值模拟方法对隧道掌子面前方25 m和50 m处不同体积富水溶洞进行模拟,研究掌子面前方不同距离和规模的低阻异常体瞬变电磁响应特征。基于数值模拟结果,在张吉怀铁路古丈隧道岩溶发育段进行探测验证,结果表明: 1)溶洞模型在二维视电阻率等值线断面图上25 m和50 m处形成闭合、视电阻值小于60 Ω·m的低阻区,低阻区与设计的模拟体的位置和范围一致; 2)大断面三维多匝小回线瞬变电磁探测三维显示结果与现场实际揭露情况基本吻合,采用该技术能够准确预报掌子面前方17~30 m、隧道两侧20 m到隧道中轴线的充泥含水溶洞。
邢修举 . 岩溶隧道瞬变电磁三维超前探测技术研究[J]. 隧道建设, 2019 , 39(2) : 287 -293 . DOI: 10.3973/j.issn.2096-4498.2019.02.015
It is difficult to accurately predict the karst water burst by existing geological prediction technology during tunnel construction in karst region. Hence, a transient electromagnetic detection technology with large crosssection fixedpoint and threedimensional multismallline is designed. And then according to the karst development characteristics, the caves with different sizes 25 m and 50 m ahead of tunnel face are simulated by numerical simulation method, and the transient electromagnetic response characteristics of lowresistance anomalous bodies with different sizes and distances from tunnel face are studied. Finally, the engineering practice is carried out in Guzhang Tunnel on ZhangjiajieJishouHuaihua Railway to verify the simulation results. The results show that: (1) A closed lowresistance region with apparent resistance value less than 60 Ω·m is formed 25 m and 50 m ahead of tunnel face on 2D apparent resistivity contour map; and then the position and range of the lowresistance region is in accordance with those of design models. (2) The results revealed by transient electromagnetic detection technology with large crosssection fixedpoint and threedimensional multismallline are basically consistent with the actual situations; and the karst 17-30 m ahead of tunnel face and 20 m from both left and right side of tunnel to axial line can be accurately predicted by the abovementioned technology.
/
| 〈 |
|
〉 |