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Research on mechanical behavior of metro concrete structure suffered traversing construction influence of new subway

机译:地铁混凝土结构受新地铁穿越影响的力学性能研究

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Based on the engineering construction of new subway across existing metro tunnel, the settlement law of the existing metro concrete structures was researched due to construction perturbation under existing metro tunnel. According to the in-situ monitoring information and engineering geological conditions, the foundation model, structure analysis model and settlement curve model which are suitable for the main structure deformation have been respectively established, and the internal force and the stress law of the main structure were obtained through deformation analysis. The structure limit analysis model the maximum settlement, the maximum settlement difference value and the distributive characteristics of deformation and the internal force were determined in the whole construction period. The safety stability of the main structure and the normal operation of existing metro tunnel were evaluated, and the warning value was provided for the in-situ construction control.
机译:在穿越现有地铁隧道的新地铁工程建设的基础上,研究了现有地铁隧道下的施工扰动对现有地铁混凝土结构的沉降规律。根据现场监测信息和工程地质条件,分别建立了适用于主体结构变形的基础模型,结构分析模型和沉降曲线模型,得出了主体结构的内力和应力规律。通过变形分析获得。确定了在整个施工期间的最大沉降,最大沉降差值以及变形和内力的分布特性的结构极限分析模型。评价了主体结构的安全稳定性和现有地铁隧道的正常运行,并为现场施工控制提供了预警值。

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