Based on concrete carbonation model and rust corrosion model, the reliability and the time dependent failure probability of tunnel lining are analyzed by Monte Carlo stochastic finite element method.

 
  • 摘要基于混凝土碳化隨機模型和鋼筋銹蝕模型,利用蒙特卡洛隨機有限元的方法計算了既有隧道襯砌可靠度和基準期內的失效概率;
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