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Analysis of Impact of Shield Tunnel Construction on Xi'an Bell Tower in Loess Strata

机译:黄土地层盾构隧道施工对西安钟楼的影响分析。

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The loess has a higher strength in the dry condition and strength reduction in water condition, this special engineering geological property brings serious impact on the metro shield tunnel construction in loess strata. Xi'an metro line 2 is the China's first metro shield tunnel constructed in loess strata, it is very necessary to reduce the impact of its construction on the ancient architectural buildings. According with the project of Xi'an metro line 2 passes beneath the bell tower, this paper established the three-dimensional nonlinear finite element model to study the impact of shield tunnel construction on the bell tower reinforced. The results show that, because of the reinforcement effect with swivel-driven piles, the surface settlement caused by shield tunneling is mainly distributed outside the piles and the surface longitudinal settlement curve has an obvious inflection point at the piles. The maximum settlement and tilt of bell tower base caused by shield tunneling satisfies the control standard and the reinforcement effect is significant.
机译:黄土在干燥条件下具有较高的强度,在水条件下具有降低的强度,这种特殊的工程地质性质对黄土地层的地铁盾构隧道施工产生了严重影响。西安地铁2号线是中国第一条在黄土层中建造的地铁盾构隧道,因此有必要减少其施工对古代建筑的影响。根据西安地铁2号线经过钟楼下方的工程,建立了三维非线性有限元模型,研究了盾构隧道施工对钟楼加固的影响。结果表明,由于旋转打桩的加固作用,盾构施工引起的地表沉降主要分布在桩的外部,桩的表面纵向沉降曲线具有明显的拐点。盾构施工引起的钟楼基座最大沉降和倾角满足控制标准,加固效果显着。

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