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隧道过圆砾层段管线扰动的数值模拟 被引量:1

Numerical simulation of line interruption caused by tunnel passing through gravel layer
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摘要 针对营盘路湘江隧道东岸小净距段的施工,文章对管线的安全性进行了对比分析,分别模拟了地表未加固条件下、地表加固条件下,小净距段隧道施工对上覆土层中管线的影响。 Combined with the tunnel construction in east Xiangjiang,the safty of line is analysed in this paper.the numerical simulation for un-strengthened and strengthened surface are made to analyse the impact of tunnel construction on lines in the overlaying soil.
作者 彭再勇
出处 《企业技术开发》 2013年第8期11-13,共3页 Technological Development of Enterprise
关键词 隧道 砾层段 管线扰动 数值模拟 tunnel gravel layer line interruption numerical simulation
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参考文献2

  • 1Hagelia P. Semi-quantitative estimationof water shielding requirements and optimization of rock cover for sub-sea road tunnels[J].International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1995,32(3 ) : 485-492.
  • 2Palmstrom A,Skogheim A. New Milestones in subsea blasting at water depth of 55 m[J].Tunneling and Under- ground Space Technology, 2000, 15( 1 ) :65-68.

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