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Study on Ground Settlement of Tunnel Shield Construction Based on GRA

机译:基于GRA的隧道盾构施工地面沉降研究

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In recent years, the accident statistics of shield tunneling in China's subway tunnels show that the collapse is the most frequent type of accident in subway construction projects. Once it occurs, it often results in group bodied injuries and major economic losses, and the social impact is serious. Due to the disturbance of the surrounding soil caused by the shield construction, uneven settlement on the ground and protective measures were not developed in time and then evolved into high-accident, high-caused collapse accidents. In addition to the engineering geological conditions in the shield construction, the tunneling speed, cutterhead torque, soil warehouses pressure, simultaneous grouting amount, simultaneous grouting pressure, and other parameters in the shield construction are also the main factors affecting ground settlement. This paper analyzes the grey connection degree between the settlement monitoring of a metro shield construction and the shield construction parameters in a certain city. It is concluded that the most important factor causing ground settlement is the pressure of the earth storage, and corresponding preventive measures are proposed for the subsequent tunnel shield construction. It is instructive to reduce surface subsidence and prevent it from becoming a collapse accident.
机译:近年来,中国地铁隧道盾构隧道事故统计表明,倒塌是地铁建设项目中最常见的事故类型。一旦发生,通常会导致团体人身伤害和重大经济损失,并且社会影响是严重的。由于盾构施工对周围土壤的扰动,未能及时解决地面不均匀沉降和防护措施,最终演变成高事故高致的倒塌事故。盾构施工中除了工程地质条件外,盾构施工中的掘进速度,刀盘扭矩,土库压力,同时注浆量,同时注浆压力等参数也是影响地面沉降的主要因素。本文分析了某城市地铁盾构施工沉降监测与盾构参数之间的灰色关联度。得出的结论是,引起地面沉降的最重要因素是储土层的压力,并为随后的隧道盾构施工提出了相应的预防措施。减少表面沉降并防止其成为倒塌事故是有益的。

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