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浅埋圆形复合式衬砌隧道动应力响应研究

高波 王帅帅

高波, 王帅帅. 浅埋圆形复合式衬砌隧道动应力响应研究[J]. 西南交通大学学报, 2016, 29(4): 599-606. doi: 10.3969/j.issn.0258-2724.2016.04.001
引用本文: 高波, 王帅帅. 浅埋圆形复合式衬砌隧道动应力响应研究[J]. 西南交通大学学报, 2016, 29(4): 599-606. doi: 10.3969/j.issn.0258-2724.2016.04.001
GAO Bo, WANG Shuaishuai. Dynamic Response Study on Shallow Circular Composite-Lining Tunnels[J]. Journal of Southwest Jiaotong University, 2016, 29(4): 599-606. doi: 10.3969/j.issn.0258-2724.2016.04.001
Citation: GAO Bo, WANG Shuaishuai. Dynamic Response Study on Shallow Circular Composite-Lining Tunnels[J]. Journal of Southwest Jiaotong University, 2016, 29(4): 599-606. doi: 10.3969/j.issn.0258-2724.2016.04.001

浅埋圆形复合式衬砌隧道动应力响应研究

doi: 10.3969/j.issn.0258-2724.2016.04.001
基金项目: 

国家自然科学基金资助项目(51178398)

详细信息
    作者简介:

    高波(1957-),男,教授,博士生导师,研究方向为隧道及地下工程,E-mail:prgaobo@swjtu.edu.cn

Dynamic Response Study on Shallow Circular Composite-Lining Tunnels

  • 摘要: 为了分析浅埋复合式衬砌隧道动力响应特性,基于Fourier-Besselh级数展开法,给出了半无限空间内平面SV波入射下浅埋圆形复合式衬砌隧道动应力集中系数级数解析解,分析了SV波入射角和入射频率参数对衬砌动应力集中系数的影响,研究表明:在SV波入射下,双层衬砌隧道二次衬砌的动应力集中系数幅值大于初衬值;在隧道外部敷设减震层后,由于减震层剪切刚度较低,隧道动应力特性发生明显改变,当低频入射频率参数为0.25,入射波垂直入射时,设减震层可以降低衬砌动应力集中系数20%;SV波入射角度和入射频率参数对衬砌动应力集中系数有显著影响,随着入射角和入射频率参数增大,衬砌动应力系数幅值和分布越来越复杂.

     

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出版历程
  • 收稿日期:  2015-01-27
  • 刊出日期:  2016-08-25

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