|本期目录/Table of Contents|

[1]石 刚,富志鹏,谢永利,等.公路隧道穿越采空区的探测与处理技术研究[J].建筑科学与工程学报,2014,31(03):64-71.
　SHI Gang,FU Zhi-peng,XIE Yong-li,et al.Research on Detection and Treatment Technology of Exhausted Areas in Highway Tunnel Construction[J].Journal of Architecture and Civil Engineering,2014,31(03):64-71.
点击复制

公路隧道穿越采空区的探测与处理技术研究(PDF)
分享到：

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
31卷
期数:
2014年03期
页码:
64-71
栏目:
出版日期:
2014-09-30

文章信息/Info

Title:
Research on Detection and Treatment Technology of Exhausted Areas in Highway Tunnel Construction
作者:
石 刚，富志鹏，谢永利，杨晓华，李晓婷
长安大学理学院
Author(s):
SHI Gang, FU Zhi-peng, XIE Yong-li, YANG Xiao-hua, LI Xiao-ting
School of Science, Changan University
关键词:
隧道工程; 公路隧道; 采空区; 探地雷达; 处理技术; 监控量测
Keywords:
tunneling engineering;  highway tunnel;  exhausted area;  ground penetrating radar;  treatment technology;  monitoring measurement
分类号:
-
DOI:
-
文献标志码:
A
摘要:
以某在建高速公路隧道施工过程中遇到的采空区处理为依托，探讨了隧道穿越采空区的探测与处理技术。对探地雷达应用于隧道施工过程中的采空区探测技术进行了系统的总结；利用ANSYS软件对2种预备的支护方案进行数值模拟和分析，推荐了具体的支护方案；分析了采空区对隧道的影响，给出了具体的设计方案和施工原则；将施工过程中监控量测的数据信息和仿真模拟数值进行对比分析，对处理的结果进行了评价。结果表明：在经济上合理、技术方面可行而又满足施工进度要求的情况下采用钢拱架和墩台对采空区进行支护，并用轻型材料填充的处理方法，能较好地控制隧道的变形和位移。
Abstract:
Based on exhausted area treatment of a highway tunnel under construction, the detection and treatment technology of tunnel through exhausted area was discussed. The theory and method of using ground penetrating radar to detect the exhausted areas during construction were systematically summarized. Numerical simulation and analysis were used on the two types of reinforcement schemes by ANSYS software, and the detailed reinforcement scheme was recommended. The effect of exhausted area on tunnel was analyzed, and the detailed designing scheme and construction principles were given. The measuring values and simulation values in construction were comparatively analyzed, and the treatment result of the exhausted areas was assessed. The results indicate that based on the economical technology being feasible, reasonable and meeting the requirements of construction progress, the use of steel frame and pier to support the exhausted area and filling with lightweight materials can better control the deformation and displacement of the tunnel.

参考文献/References:

相似文献/References:

[1]赵 颖,赵亚哥白,郭恩栋,等.通过活断层区地铁隧道损伤分析[J].建筑科学与工程学报,2015,32(06):82.
　ZHAO Ying,ZHAO Ya-gebai,GUO En-dong,et al.Damage Analysis of Metro Tunnel Across Active Fault[J].Journal of Architecture and Civil Engineering,2015,32(03):82.
[2]孙铁军,王 伟,罗明睿,等.不同衬砌结构缺陷对隧道结构整体安全性的影响[J].建筑科学与工程学报,2017,34(03):82.
　SUN Tie-jun,WANG Wei,LUO Ming-rui,et al.Influences of Different Lining Structure Defects on Overall Safety of Tunnel Structure[J].Journal of Architecture and Civil Engineering,2017,34(03):82.
[3]朱彦鹏,何江飞,李军.黄土公路隧道浅埋段管棚注浆支护机理及监测分析[J].建筑科学与工程学报,2011,28(01):11.
　ZHU Yan-peng,HE Jiang-fei,LI Jun.Support Mechanism and Monitoring Analysis of Pipe Roof Grouting for Loess Highway Tunnel in Shallow-buried Section[J].Journal of Architecture and Civil Engineering,2011,28(03):11.
[4]陈建勋,乔雄.黄土隧道浅埋偏压洞口段套拱结构受力监测与分析[J].建筑科学与工程学报,2011,28(01):100.
　CHEN Jian-xun,QIAO Xiong.Mechanical Monitoring and Analysis of Umbrella Arch Structure in Shallow-buried Bias Loess Tunnel Entrance[J].Journal of Architecture and Civil Engineering,2011,28(03):100.
[5]王梦恕.台湾海峡越海通道方案前期研究[J].建筑科学与工程学报,2012,29(03):4.
　WANG Meng-shu.Preliminary Research on Taiwan Strait Cross-sea Channel Schemes[J].Journal of Architecture and Civil Engineering,2012,29(03):4.
[6]张素磊,齐晓强,刘 昌,等.公路隧道衬砌背后空洞分布特征及其 对衬砌结构的影响[J].建筑科学与工程学报,2020,37(02):62.[doi:10.19815/j.jace.2020.02007]
　ZHANG Su-lei,QI Xiao-qiang,LIU Chang,et al.Distribution Characteristics of Voids Behind Lining of Highway Tunnel and Its Influence on Lining Structure[J].Journal of Architecture and Civil Engineering,2020,37(03):62.[doi:10.19815/j.jace.2020.02007]
[7]苏臣宏,安楠楠,王志丰.公路隧道喷射混凝土套拱加固结构力学特性[J].建筑科学与工程学报,2020,37(05):203.[doi:10.19815/j.jace.2020.08029]
　SU Chen-hong,AN Nan-nan,WANG Zhi-feng.Mechanical Characteristics of Shotcrete Arch Reinforcement Structure in Highway Tunnel[J].Journal of Architecture and Civil Engineering,2020,37(03):203.[doi:10.19815/j.jace.2020.08029]
[8]张立鑫,陈丽俊,陈建勋,等.单斜构造软硬互层围岩隧道变形特征及控制对策[J].建筑科学与工程学报,2021,38(06):186.[doi:10.19815/j.jace.2021.04102]
　ZHANG Li-xin,CHEN Li-jun,CHEN Jian-xun,et al.Deformation Characteristics and Treatment Measures of Tunnels in Soft and Hard Interbedded Surrounding Rock with Tilted Stratum[J].Journal of Architecture and Civil Engineering,2021,38(03):186.[doi:10.19815/j.jace.2021.04102]
[9]李大军,何鹏飞,宋克志,等.复杂硐室交叉口转向挑顶施工力学行为研究[J].建筑科学与工程学报,2023,40(02):172.[doi:10.19815/j.jace.2022.11120]
　LI Dajun,HE Pengfei,SONG Kezhi,et al.Research on construction mechanical behavior of turning overhanging at intersection of complex chamber[J].Journal of Architecture and Civil Engineering,2023,40(03):172.[doi:10.19815/j.jace.2022.11120]
[10]杨晓华,曹扬帆,肖 靖,等.开挖方式对跨基覆界面浅埋偏压隧道变形的影响分析[J].建筑科学与工程学报,2023,40(03):111.[doi:10.19815/j.jace.2021.11023]
　YANG Xiaohua,CAO Yangfan,XIAO Jing,et al.Analysis of influence of excavation methods on deformation of shallow-buried bias tunnels across base and cover interface[J].Journal of Architecture and Civil Engineering,2023,40(03):111.[doi:10.19815/j.jace.2021.11023]

备注/Memo

备注/Memo:
更新日期/Last Update: 2014-09-30