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山东大学学报(工学版) ›› 2009, Vol. 39 ›› Issue (4): 21-24.

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海底隧道涌水量影响因素的数值模拟研究

冯现大 李树忱 徐帮树   

  1. 山东大学岩土与结构工程研究中心, 山东 济南 250061
  • 收稿日期:2009-05-20 出版日期:2009-08-24 发布日期:2009-08-24
  • 作者简介:冯现大(1985-),男,山东潍坊人,硕士研究生,主要从事隧道、煤矿等突水方面的研究.E-mail:feng.xianda@gmail.com
  • 基金资助:

    国家自然科学基金重点资助项目(50539080);国家重点基础发展规划(973计划)资助项目(2007CB209407);国家自然科学基金设备专项资助项目(50727904)

Numerical simulation study on influence factors of  the seepage volume of  submarine tunnels

  1. Geotechnical and  Structural Engineering Research Center, Shandong University,Jinan 250061, China
  • Received:2009-05-20 Online:2009-08-24 Published:2009-08-24

摘要:

针对某海底隧道,从数值模拟分析的角度,研究涌水量计算的影响因素.建立大量的海底隧道计算模型,采用不同模型尺寸和边界条件,计算其涌水量从而寻找规律.结果表明:边界范围至少为隧道尺寸的7倍时,才能保证涌水量计算结果的准确性;固定孔隙水压力边界引起涌水量被高估,自由孔隙水压力边界与此相反;侧压力系数对海底隧道涌水量的影响基本可以忽略.

关键词: 涌水量;海底隧道;数值模拟

Abstract:

The influence factors of the seepage volume in  submarine tunnels were studied by means of numerical simulation. A large number of models with different model scales and boundary conditions were built for the numerical simulation. The computed results showed that when the distance from the boundary to the tunnel profile was at least 7 times  the tunnel diameter, an accurate seepage volume could  obtained, and the fixed boundary makes the seepage volume be overestimated, while the free pore pressure boundary was  underestimated.

Key words: seepage volume; submarine tunnel; numerical simulation

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