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高埋深特长隧道的设计问题探讨 被引量:1

Study and Discussion on Design of A Deep Embedded Exceptionally Long Tunnel with High Stress
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摘要 随着西部大开发深入,将会越来越多地遇到深埋特长的隧道工程,并可能伴有高压大流量的地下水,给设计和施工带来较大的风险,文章结合某大型水电站的交通隧道的工程实例,并对类似工程在设计中遇到的问题进行探讨。
作者 王晓东
机构地区 四川大学
出处 《云南水力发电》 2004年第2期20-22,30,共4页 Yunnan Water Power
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同被引文献14

  • 1张厚美.TBM的掘进性能数值仿真研究[J].隧道建设,2006,26(A02):1-7. 被引量:39
  • 2陈志刚,肖石林.TBM管片环在盾构推进时的有限元分析[J].机械设计与制造,2007(7):48-49. 被引量:2
  • 3GONG Qiu-ming,ZHAO Jian. Influence of rock brit- tleness on TBM penetration rate in Singapore granite [J].Tunnelling and Underground Space Technology, 2007,22(3) :317-324.
  • 4GONG Qiu-ming, ZHAO Jian, JIAO Yu-rong. Nu- merical simulation of influence of joint orientation on rock fragmentation process induced by a TBM cutter [J]. Eurook, 2005,20(2) : 173-178.
  • 5PETER J T. Comparing TBMs with drill+ blast exca- vation [J]. Tunnel and Tunnelling, 1995,27 (10) : 41- 43.
  • 6BARLA G. Larger diameter TBM tunnel excavation in weak environmental conditions[J]. News Journal of International Society for Rock Mechanics, 1999, 53 (1) :48-54.
  • 7SIMOES M G,TAEHONG K. Fuzzy modeling approa- ches for the prediction of machine utilization in hard rock tunnel boring maehines[C]. Tampa Florida:Con- ference Record of the 41st IAS Annual Meeting,2006.
  • 8KAHRAMAN S. Correlation of TBM and drilling ma- chine performances with rock brittleness[J]. Engineer- ing Geology, 2002(65) :269-283.
  • 9SHAHIN H M, NAKAI T, HINOKIO M. et al. 3D effects on earth pressure and displacements during tun- nel excavation [J].Soils and Foundation, 2004,44 (5), 37-49.
  • 10DOLLINGER G L, HANDEWITH H J,BREEDS C D. Use of the punch test for estimating TBM perform- ance [J]. Tunnelling and Underground Space Technol- ogy, 1998(13): 403-408.

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