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高烈度地震区双线公路隧道减震措施研究
引用本文:凌燕婷,高波.高烈度地震区双线公路隧道减震措施研究[J].隧道建设,2008,28(4):412-415.
作者姓名:凌燕婷  高波
作者单位:西南交通大学土木工程学院
摘    要:目前地下结构采用的减震措施主要有2种,即注浆加固和设置减震层。结合雅泸高速公路某隧道,从土-结构相互作用模型出发,运用时程分析方法研究同一地震作用下注浆加固及设置减震层这2种减震措施的地震反应,分析注浆加固范围变化对隧道地震反应的影响,得出这2种措施均可以减小隧道的地震响应,有利于减震。

关 键 词:高烈度地震区公路隧道黏性边界减震措施
收稿时间:2008-05-04
修稿时间:2008-06-24

Study on Shock Absorption Measures for Double-lane Highway Tunnels in High Earthquake Intensity Regions
LING Yanting,GAO Bo.Study on Shock Absorption Measures for Double-lane Highway Tunnels in High Earthquake Intensity Regions[J].Tunnel Construction,2008,28(4):412-415.
Authors:LING Yanting  GAO Bo
Institution:School of Civil Engineering, Southwest Jiaotong University
Abstract:At present,there are two major shock absorption measures for underground structures,i.e.,grouting consolidation and shock absorption cushion.Taking a tunnel on Ya'an-Luzhou highway as example,the authors study on the shock reducing effect of grouting consolidation and shock absorption cushion under the same earthquake action by means of soil-structure interaction model and time-dependent analysis method.The authors also study on the influence of the changing of the grouting consolidation scope on the shock ...
Keywords:high earthquake intensity region  highway tunnel  viscous boundary  shock absorption measures  
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