Long highway tunnel experimental study on the abolition of deformation joint

Zhuo Yue1、Zou Chong1、Yan Zihai2

Strategic Study of CAE ›› 2009, Vol. 11 ›› Issue (7) : 59-65.

PDF(861 KB)
PDF(861 KB)
Strategic Study of CAE ›› 2009, Vol. 11 ›› Issue (7) : 59-65.

Long highway tunnel experimental study on the abolition of deformation joint

  • Zhuo Yue1、Zou Chong1、Yan Zihai2

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Abstract

Based on the construction of Baojiashan tunnel,the authors used numerical simulation and field test to analyze lining force,deformation and safety in the conditions of setting deformation joint and not. Studies suggest that:a. whether deformation joint is set or not,tunnel's vertical safety can meet the security requirements;b. if we do not set deformation joint for tunnel structure of the horizontal safety,the safety factor increases in V grade rock side,decreases in IV class rock side and reinforcement is needed at this time; when deformation joint is set,IV and V grade-level department of dome rock safety factors are smaller and can not meet the safety requirements,then reinforcement is needed.

Keywords

long highway tunnel / deformation joint / quantitative indicators / numerical simulation / experimental research

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Zhuo Yue,Zou Chong,Yan Zihai. Long highway tunnel experimental study on the abolition of deformation joint. Strategic Study of CAE, 2009, 11(7): 59‒65
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