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NATM公路隧道围岩时间效应的统计分析
引用本文:刘学增,苏京伟,王晓形.NATM公路隧道围岩时间效应的统计分析[J].岩石力学与工程学报,2009,28(Z1):2662-2662.
作者姓名:刘学增  苏京伟  王晓形
作者单位:1. 同济大学,地下建筑与工程系,上海,200092;上海同岩土木工程科技有限公司,上海,200092
2. 国核电力规划设计研究院,北京,100032
摘    要: 基于50多条两车道NATM高速公路隧道的现场监测数据,通过对围岩收敛变形和拱顶下沉数据的统计分析,探讨隧道II,III,IV,V级围岩随时间的变形特性,得到不同级别围岩隧道从开挖到变形稳定的时间,分析稳定时间与围岩级别的关系,为隧道施工阶段围岩的稳定性评价以及二次衬砌的合理施做时机提供依据。

关 键 词:关键词隧道工程围岩级别拱顶下沉收敛变形时间效应
收稿时间:2008-2-29
修稿时间:2008-5-29

STATISTICAL ANALYSIS OF TIME EFFECTS ON SURROUNDING ROCK OF NATM HIGHWAY TUNNEL
LIU Xuezeng,SU Jingwei,WANG Xiaoxing.STATISTICAL ANALYSIS OF TIME EFFECTS ON SURROUNDING ROCK OF NATM HIGHWAY TUNNEL[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(Z1):2662-2662.
Authors:LIU Xuezeng  SU Jingwei  WANG Xiaoxing
Abstract:Based on field monitoring data of more than fifty two-lane highway tunnels,the data of convergence displacements and vault settlements were analyzed through statistical method. The deformation characteristics of different surrounding rock levels from II to V with time were also studied,and the stable time was proposed for surrounding rock from excavation to stabilization. The relationship between levels and stable time of surrounding rock was defined,which provided basis for evaluation of surrounding rock and construction time of secondary lining.
Keywords:Key words:tunnelling engineering  surrounding rock level  vault settlement  convergence displacement  time effect
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