地质雷达探测偏压隧道围岩松动圈的研究与应用

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摘要基于地质雷达测试原理，论证地质雷达用于围岩松动圈探测的可行性。采用LTD–2100地质雷达对云南富邦偏压隧道进行实测，得出如下结论：与常规隧道松动圈相比，地质顺层偏压隧道围岩松动圈厚度偏大；偏压荷载较大一侧的松动范围大于另一侧；最大松动范围出现在拱顶或拱肩位置。基于此，提出针对地质顺层偏压隧道衬砌设计方案及事故处理措施，同时结合现场实际探讨地质雷达测试围岩松动圈的可行操作方法。研究结果验证了地质雷达探测围岩松动圈的可行性，同时为隧道的开挖、支护、施工提供支持与借鉴。

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关键词 ：隧道工程, 偏压隧道, 围岩松动圈, 地质雷达

Abstract：Based on test principle of ground penetrating radar(GPR)，the application feasibility for detecting the surrounding rock loose zone is verified. By using ground penetrating radar of LTD–2100 to monitor Fubang tunnel，we can get the results that：the thickness of surrounding rock loose zone in a tunnel under unsymmetrical loading is larger than that of traditional in geological bedding strata，the loose range at larger pressure side is more apparent than the other side，and the position with maximum loose range usually appear at the spandrel or vault. According to the monitoring results，the lining design program and accident removal countermeasures for the tunnel under unsymmetrical loading in geological bedding strata are proposed. And combining with actual measurement in field，the feasibilities of operation and application，which utilize ground penetrating radar to detect the surrounding rock loose zone are discussed. It could be verified the feasibility of testing surrounding rock loose zone with ground penetrating radar，which could also provide an effective guidance for the excavation and support construction of Fubang tunnel.

Key words： tunnelling engineering tunnel under unsymmetrical loading surrounding rock loose zone ground penetrating radar(GPR)

收稿日期: 2010-05-24

引用本文:

郭亮1，李俊才1，张志铖2，成守金2. 地质雷达探测偏压隧道围岩松动圈的研究与应用[J]. 岩石力学与工程学报, 2011, 30(S1): 3009-3015.
GUO Liang1，LI Juncai1，ZHANG Zhicheng2，CHENG Shoujin2. RESEARCH ON SURROUNDING ROCK LOOSE ZONE OF TUNNEL UNDER UNSYMMETRICAL LOADING WITH GROUND PENETRATING RADAR AND ITS APPLICATION. , 2011, 30(S1): 3009-3015.

链接本文:

http://www.rockmech.org/CN/Y2011/V30/IS1/3009

[1]	于虹. 利用围岩松动圈理论进行隧道支护参数评判[J]. 铁道建筑技术，2008，(增1)：228-229.(YU Hong. Judging support parameters with surrounding rock loose circle theory[J]. Railway Construction Technology，2008，(Supp.1)：228-229.(in Chinese)) " target="_blank">
[5]	于维刚，郭如军. 隧道围岩松动圈声波探测技术应用研究[J]. 声学技术，2009，28(4)：291-292.(YU Weigang，GUO Rujun. Study on acoustic detecting application of tunnel surrounding rock loose circle[J]. Technology Acoustics，2009，28(4)：291-292.(in Chinese)) " target="_blank">
[7]	姜勇，朱合华. 岩石偏压隧道动态分析及相关研究[J]. 地下空间，2004，24(3)：312-314.(JIANG Yong，ZHU Hehua. Dynamic analysis and relevant study on the rock tunnel with uneven pressure[J]. Underground Space，2004，24(3)：312-314.(in Chinese)) " target="_blank">
[9]	董方庭，宋宏伟，郭志宏，等. 巷道围岩松动圈支护理论[J]. 煤炭学报，1994，19(1)：21-27.(DONG Fangting，SONG Hongwei，GUO Zhihong，et al. Roadway support theory based on broken rock zone[J]. Journal of China Coal Society，1994，19(1)：21-27.(in Chinese)) " target="_blank">
[11]	樊克恭，蒋金泉. 弱结构巷道围岩变形破坏与非均称控制机制[J]. 中国矿业大学学报，2007，36(1)：55-59.(FAN Kegong，JIANG Jinquan. Deformation failure and non-harmonious control mechanism of surrounding rock of roadways with weak structures[J]. Journal of China University of Mining and Technology，2007，36(1)：55-59.(in Chinese)) " target="_blank">
[13]	崔巅. 软岩巷道支护理论研究与发展[J]. 黑龙江科技信息，2008，(19)：59.(CUI Dian. Research and development of support theory of roadways in soft rock[J]. Heilongjiang Science and Technology Information，2008，(19)：59.(in Chinese)) " target="_blank">
[15]	周晓军，高杨，李泽龙，等. 地质顺层偏压隧道围岩压力及其分布特点的试验研究[J]. 现代隧道技术，2006，43(1)：12-21.(ZHOU Xiaojun，GAO Yang，LI Zelong，et al. Experimental study on the uneven rock pressure and its distribution applied on a tunnel embedded in geologically bedding strata[J]. Modern Tunneling Technology，2006，43(1)：12-21.(in Chinese)) " target="_blank">
[3]	龚建伍，夏才初，朱合华. 鹤上隧道围岩松动圈测试与分析[J]. 地下空间与工程学报，2007，3(3)：477-478.(GONG Jianwu，XIA Caichu，ZHU Hehua. Measurement and analysis on releasing zone of surrounding rock in Heshang tunnel[J]. Chinese Journal of Underground Space and Engineering，2007，3(3)：477-478.(in Chinese)) " target="_blank">
[6]	王通，白宜城. 折射层析成像法测试隧道围岩松动圈[J]. 地质灾害与环境保护，2007，18(1)：94-95.(WANG Tong，BAI Yicheng. Measuring in tunnel with refraction tomography method[J]. Journal of Geological Hazards and Environment Preservation，2007，18(1)：94-95.(in Chinese)) " target="_blank">
[4]	郑学贵，丁浩. 小净距隧道围岩松动圈测试与分析[J]. 公路交通技术，2005，(1)：97-98.(ZHENG Xuegui，DING Hao. Test and analysis of loose rings of surrounding rock of tunnels with small clear spacing[J].Technology of Highway and Transport，2005，(1)：97-98. (in Chinese)) " target="_blank">
[8]	史国兴. 巷道围岩松动圈理论的发展[J]. 河北煤炭，1995，(4)：1-4.(SHI Guoxing. The development of roadway theory based on broken rock zone[J]. Hebei Coal，1995，(4)：1-4.(in Chinese)) " target="_blank">
[10]	许裕平，赵文凯. 矩形巷道围岩松动圈数值计算分析[J]. 山东煤炭科技，2005，(5)：33-34.(XU Yuping，ZHAO Wenkai. The numerical analysis on loosing zone of surrounding rock of rectangle roadway[J]. Shandong Coal Science and Technology，2005，(5)：33-34.(in Chinese)) " target="_blank">
[12]	张俊儒. 隧道单层衬砌作用机制及设计方法研究[博士学位论文][D]. 成都：西南交通大学，2007.(ZHANG Junru. Study on action mechanism and design methodology of tunnel single shell lining[Ph. D. Thesis][D]. Chengdu：Southwest Jiaotong University，2007.(in Chinese)) " target="_blank">
[14]	郑维忠. 地质雷达原理及其在隧道超前预报中的应用[J]. 山西建筑，2007，33(24)：308-309.(ZHENG Weizhong. The geological radar principle and its application in lead tunnel forecast[J]. Shanxi Architecture，2007，33(24)：308-309.(in Chinese)) " target="_blank">
[2]	束宇，陈福生. 围岩松动圈与锚杆支护参数设计的关系[J]. 江西煤炭科技，2010，(1)：52-53.(SHU Yu，CHEN Fusheng. Supporting parameter design with knowledge of rock loose ring[J]. Jiangxi Coal Science and Technology，2010，(1)：52-53.(in Chinese)) " target="_blank">