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    盾构隧道同步注浆GPR检测智能识别及现场试验研究

    Intelligent Identification of Synchronous Grouting GPR Detection in Shield Tunnel and Field Test Research

    • 摘要: 为准确检测盾构隧道同步注浆层厚度及其分布情况,依托上海轨道交通市域线机场联络线工程,采用探地雷达(GPR)获取盾构隧道壁后同步注浆信息,采集数据经预处理后分别进行人工判断和XGBoost智能识别.结合现场开挖考古验证,分析GPR系统及XGBoost智能算法的有效性,并对注浆效果进行评价.研究结果表明:人工判断和智能识别所获得的注浆层厚度均为28~38cm,XGBoost识别准确率达96.3%.对比现场考古试验,其误差较小(2~3cm),由此认为该智能算法处理精度高,可较准确地对注浆图像分界面进行分析.XGBoost智能识别结果可反馈指导后续工程中同步注浆泵送压力和浆液注入量的设置,并为盾构隧道二次补浆提供精细化指导.

       

      Abstract: In order to accurately detect the thickness of the synchronous grouting layer and its distribution in shield tunnels,this study relies on the Shanghai Rail Transit Municipal Line Airport Liaison Line project,and adopts the ground-penetrating radar to obtain the synchronous grouting information behind the shield wall.The collected data are pre-processed to perform the manual recognition and XGBoost intelligent recognition respectively.Combined with on-site excavation archaeological verification,the effectiveness of GPR system and XGBoost intelligent algorithm is analysed,and the grouting effect is evaluated.The results show that:the thickness of the grouting layer obtained by both manual recognition and intelligent recognition is within the range of from 28cm to 38cm.The XGBoost algorithm has the highest processing precision,with an accuracy rate of 96.3%,while comparing with the on-site archaeological test,it has a small error (2~3cm),and it is considered that it can be more accurately analysed for the grouting image sub-interface.The intelligent recognition results of shield grouting based on XGBoost can be fed back to guide the setting of synchronous grouting pumping pressure and slurry injection volume in subsequent projects,and provide refined guidance for secondary grouting.

       

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