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A Study on Risk of Durability Failure for Construction Projects of Tunnels and Underground Projects

机译:隧道与地下项目建设项目耐久性失效风险研究

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Tunnel and underground engineering projects have certain failure risks during construction and operation, including the risk of durability failure to which the study is not enough. In this paper, a whole set of research method for analysis, assessment and calculation on durability risk was proposed on the basis of identification to durability risk factors of large underground concrete structures. That is: this paper provided a method of reliability calculation by establishing failure mode and limit-state-equations according to reliability theory; then, classified and collated various risk factors by taking methods of analytic hierarchy process (AHP) and fault tree analysis (FTA); after that, the quantitative analysis of structural durability was done in accordance with Monte - Carlo (M-C) method. Finally, as an example, for the project of passage across the Yangtze River in Chongming, Shanghai, the above methods were applied to estimate the risk of durability failure of segment component. Effective measures and methods were presented and adopted to enhance the durability capacity of structure according to the results of analysis and assessment.
机译:隧道和地下工程项目在施工和运营期间具有一定的故障风险,包括耐用性失败的风险,研究不够。本文在鉴定到大型地下混凝土结构的耐久性风险因素的基础上提出了一整套分析,评估和计算的研究方法,提出了耐用性风险。也就是说:本文通过根据可靠性理论建立故障模式和极限 - 状态方程提供了一种可靠性计算的方法;然后,通过采用分析层次处理(AHP)和故障树分析(FTA)来分类和整理各种风险因素;之后,根据Monte - Carlo(M-C)方法进行结构耐久性的定量分析。最后,作为一个例子,对于上海崇明崇明横跨长江的项目来说,应用上述方法来估算段组分的耐久性失败的风险。提出和采取了有效措施和方法,以根据分析和评估结果提高结构的耐久性能力。

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