期刊文献+

深埋隧洞力学响应监测与测试设计的思考 被引量:6

Reflection on the problems in mechanical response monitoring and testing design of deep tunnels
在线阅读 下载PDF
导出
摘要 深埋隧洞工程越来越多,但相关工程经验积累不足,设计和计算方法远未成熟,深埋隧洞工程设计和施工安全控制需要大量现场监测和测试数据的支撑,而现有的监测和测试设计方法均针对浅埋工程的特点提出,在深埋隧洞施工过程中应用时遭遇到极大挑战。为此,首先依据现场揭露现象和多种先进观测技术获得的成果,分析了深埋硬岩隧洞施工期围岩的开挖力学响应特征和运行期衬砌的力学响应特征,剖析了现今主流观测方法存在的问题,提出了6条关于深埋隧洞典型断面监测和测试设计的建议,为促进此类工程相关设计方法的完善提供参考。 Nowadays the number of deep tunnels is greatly increased. Since there are lacking successful numerical methods and experiences from relevant engineering construction and design of deep tunnels, massive on-site monitoring and testing should be conducted to support the design and safety control. The present monitoring and testing design methods are proposed according to the characteristics of shallow underground engineering. However, when they are introduced into the deep tunnels, great challenges are encountered. In this study, the failure of surrounding rock mass in the field was presented and then the deformation and failure responses of surrounding rock mass were obtained during excavation by various advanced observation techniques. Based on the acquired information, this study analyzed the mechanical response characteristics of surrounding rock mass during excavation and lining at the operating period. Then we discussed the problems arising from the application of current modern monitoring methods. Six suggestions were put forward relating to the monitoring and testing design of the representative section in the deep tunnel. This study can provide helpful guidance to improve the design methods in similar projects.
作者 张传庆 高阳 刘宁 周辉 冯夏庭 ZHANG Chuan-qing;GAO Yang;LIU Ning;ZHOU Hui;FENG Xia-ting(State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China;University of Chinese Academy of Sciences, Beijing 100049, China;HydroChina, Huadong Engineering Corporation, Hangzhou, Zhejiang 310014, China)
出处 《岩土力学》 EI CAS CSCD 北大核心 2018年第7期2626-2631,共6页 Rock and Soil Mechanics
基金 国家自然科学基金资助项目(No.51279201) 中国科学院科研仪器设备研制项目资助(No.YZ201344)~~
关键词 深埋隧洞 变形监测 声波测试 力学响应 衬砌 deep tunnel deformation monitoring acoustic wave test mechanical response lining
作者简介 张传庆,男,1977年生,博士,研究员,溥士生导师,主要从事深部工程灾害防护机理与新技术方面的研究工作。E-mail:cqzhang@whrsm.ac.cn
  • 相关文献

参考文献5

二级参考文献38

  • 1徐则民,黄润秋,王士天.隧道的埋深划分[J].中国地质灾害与防治学报,2000,11(4):5-10. 被引量:54
  • 2王成虎,宋成科,刘立鹏.地下洞室围岩脆性破坏时的应力特征研究[J].岩土力学,2012,33(S1):1-7. 被引量:14
  • 3何满潮.煤矿软岩变形力学机制与支护对策[J].水文地质工程地质,1997,24(2):12-16. 被引量:26
  • 4苗胜坤,牛运华,张新华.水布垭地下厂房系统开挖支护施工经验[J].人民长江,2007,38(7):60-61. 被引量:3
  • 5HoekE BrownET.岩石地下工程[M].北京:冶金工业出版社,1986..
  • 6MARTIN C D,KAISER P K,MCCREATH D R.Hoek-Brown parameters for predicting the depth of brittle failure around tunnels[J].Canadian Geotechnica1 Journal,1999,36(1):136-151.
  • 7中华人民共和国行业标准编写组.SL266-2001水电站厂房设计规范[S].北京:中国水利水电出版社,2001.
  • 8Sellers E J, Klerck E Modeling of the effect of discontinuities on the extent of the fracture zone surrounding deep tunnels[J]. Tunneling and Underground Space Technology, 2000, 15(4): 463 - 469.
  • 9Kidybinski A, Strata Control in Deep Mines[M]. Rotterdam: A.A.Balkema, 1990.
  • 10Fairhurst C. Deformation, yield, ruptureand stability of excavations at great depth[A]. In: Faorhurst C ed. Rock at Great Depth[C].Rotterdam: A.A. Balkema, 1990. 1 103 - 1 114.

共引文献356

同被引文献114

引证文献6

二级引证文献11

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部