[1]黄建华,赵玉龙.铁路隧道TGP超前地质预报系统应用探讨[J].福建工程学院学报,2014,12(03):205-210.[doi:10.3969/j.issn.1672-4348.2014.03.001]
 Huang Jianhua,Zhao Yulong.Discussions on applications of advanced tunnel geology prediction systemTGP in railway tunnel engineering[J].Journal of FuJian University of Technology,2014,12(03):205-210.[doi:10.3969/j.issn.1672-4348.2014.03.001]
点击复制

铁路隧道TGP超前地质预报系统应用探讨()
分享到:

福建工程学院学报[ISSN:2097-3853/CN:35-1351/Z]

卷:
第12卷
期数:
2014年03期
页码:
205-210
栏目:
出版日期:
2014-06-29

文章信息/Info

Title:
Discussions on applications of advanced tunnel geology prediction systemTGP in railway tunnel engineering
作者:
黄建华赵玉龙
福建工程学院土木工程学院
Author(s):
Huang Jianhua Zhao Yulong
College of Civil Engineering/Geotechnic Institute, Fujian University of Technology
关键词:
超前地质预报 隧道 围岩等级 地震波速
Keywords:
advanced geology prediction tunnel rock classification seismic wave velocity
分类号:
TU471.6
DOI:
10.3969/j.issn.1672-4348.2014.03.001
文献标志码:
A
摘要:
通过京福铁路客运专线闽赣IV隧道工程实例,阐述了TGP地震反射波法的基本原理和过程,并分析其特点和优越性。通过工程应用研究,对TGP206系统的工作原理、数据处理、解释技术和等级分析等进行系统探讨,剖析了TGP系统进行隧道围岩类别判识及其有效性等相关问题,验证了预报结果的准确性。
Abstract:
With the improvement of engineering grades and the increasing complication of geological environment in tunnel excavation, advanced geology prediction becomes more and more important. TGP206 is one of the most advanced intelligent systems of geological prediction, which has the advantages of convenience, high discrimination, stable and reliable performance and high signal to noise ratio. The fundamental principle and implementing process of TGP seismicreflection method was expounded, the features and advantages of which were illustrated via the engineering example of the FujianJiangxi Tunnel IV in BeijingFuzhou railway passenger line. Furthermore, data acquisition and processing, interpretation technique and rock classification in TGP206 system were researched via engineering applications. Rock classification identification and its reliability as well as its relevant issues were discussed. The accuracy of the prediction was verified. The research outcomes may play some positive roles in promoting the development and application of the tunnel geological prediction technology.

参考文献/References:

[1] Sattle G, Frey P, Amberg R. Prediction ahead of the tunnel face by seismic methods-pilot project in Ceneovalli Tunnel [J]. First Break, 1992, 10(1): 19-25.
[2] Zang C W, Huang H W. Forecasting the strata condition of a long road tunnel by using fuzzy synthetic judgment [J]. Int J Rock Mech Min Sci, 2004. 41(3): 406-407.
[3] 何发亮,李苍松.隧道施工期地质超前预报技术的发展[J].现代隧道技术,2001,38(3):12-15.
[4] 何振起,李海,梁彦忠.利用地震反射法进行隧道施工地质超前预报[J].铁道工程学报,2000(4):81-85.
[5] 齐传生.TSP202隧道地震波超前地质预报系统的应用[J].世界隧道,1999(1):36-40.
[6] 张勇,张子新.TSP超前地质预报在公路隧道中的应用[J].西部探矿工程,2001,13(5):71-72.
[7] 刘志刚,刘秀峰.TSP在隧道隧洞超前预报中的应用与发展[J].岩石力学与工程学报,2003,22(8):1399-1402.
[8] 周黎明,刘天佑,刘江平,等.复杂铁路隧道施工地质超前预报中TSP探测技术应用研究[J].铁道工程学报,2008(1):76-79.
[9] 王丙堤.TSP203在隧道施工中的应用[J].铁道工程学报,2010(1):73-76,81.
[10] 何荷.TGP2206地质超前预报仪应用简析[J].山西科技,2010,25(4):76-79.
[11] 刘云祯.TGP2206型隧道地质预报系统操作使用手册[Z].2006.

更新日期/Last Update: 2014-06-25