基于GRA的隧道盾构施工地面沉降研究

Li Shiyu, Z. Yuhui, Tao Gang, Z. Lijing
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引用次数: 1

摘要

近年来,中国地铁隧道盾构施工事故统计表明,塌方是地铁施工项目中最常见的事故类型。一旦发生,往往造成集体人身伤害和重大经济损失,社会影响严重。由于盾构施工对周围土体的扰动,导致地面不均匀沉降和防护措施没有及时制定,进而演变为高事故、高致塌事故。除盾构施工中的工程地质条件外,盾构施工中的掘进速度、刀盘扭矩、土仓压力、同时灌浆量、同时灌浆压力等参数也是影响地面沉降的主要因素。分析了某城市地铁盾构施工沉降监测与盾构施工参数之间的灰色关联度。得出了引起地面沉降的最主要因素是土库压力,并对后续隧道盾构施工提出了相应的预防措施。对减少地表沉陷,防止地表沉陷演变为塌方事故具有指导意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on Ground Settlement of Tunnel Shield Construction Based on GRA
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.
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