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The monitoring and analysis of surface subsidence of Soft soil rock large section of subway tunnel shield construction

机译:地铁隧道屏蔽施工软土地岩地表沉降监测与分析

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In this paper use the shield construction of Dalian subway 202 bid section as an example, carried out the monitoring measurement of surface subsidence and crown surface subsidence during the shield construction, detailed analysis the monitoring data, explored the characteristics and distribution of surrounding rock and surface deformation of large cross section shield construction. Construction transverse deformation has a relationship with lateral position and the tunnel excavation length. The closer from shield machine working face, the closer to the center line of the tunnel, the greater impact is. The research results have reference value for the future similar engineering design and construction.
机译:在本文中,使用大连地铁202出价截面的盾构结构,以监测屏蔽结构期间的表面沉降和冠状表面沉降的监测测量,详细分析了监控数据,探索了周围岩石和表面的特点和分布大横截面屏蔽结构的变形。建筑横向变形具有与横向位置和隧道挖掘长度的关系。靠近屏蔽机工作面,靠近隧道的中心线,影响越大。研究结果对未来类似的工程设计和建设具有参考价值。

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