考虑围岩破坏条件时优化小净距隧道最小净距的研究
投稿时间:2007-12-07    点此下载全文
引用本文:门妮,代树林,佴磊.考虑围岩破坏条件时优化小净距隧道最小净距的研究[J].钻探工程,2008,35(8):73-76.
MEN Ni,DAI Shu-lin,NAI lei. Study on Super-small Interval in Optimized Small Interval Tunnel with Surrounding Rock Damage[J]. Drilling Engineering, 2008,35(8):73-76.
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作者单位E-mail
门妮 吉林大学建设工程学院  
代树林 吉林大学建设工程学院  
佴磊 吉林大学建设工程学院 niar1982@126.com 
中文摘要:小净距隧道由于不受地形条件以及总体线路线型的限制,较连拱隧道有施工工艺简单、造价较低等优点,越来越受到青睐。用有限单元法对小净距隧道不同中柱厚度进行数值模拟,通过格里菲斯破坏判据以及德鲁克-普拉格判据,拟合出最大拉应力及各判据屈服函数与净距的拟合曲线,在保证其稳定的基础上,对小净距隧道最合理净距做出分析。
中文关键词:小净距隧道  有限单元法  破坏判据  合理净距
 
Study on Super-small Interval in Optimized Small Interval Tunnel with Surrounding Rock Damage
Abstract:Construction technology of small internal tunnel is more favorable because of its simple and economy than double-arched tunnel without limitation on topographical condition and line type. Numerical simulation was made on the thickness of mid-pillars in small internal tunnel with finite element method; fitting curve of maximum tensile stress, yield function criteria and small interval was obtained through Griffith damage criteria and Drucker-Prager criteria. And analysis was made on most reasonable interval of small interval tunnel.
keywords:small interval tunnel  finite element method  damage criteria  reasonable small interval
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