首页> 外文会议>Geotechnical Engineering for Disaster Mitigation and Rehabilitation >PILE HORIZONTAL DISPLACEMENT MONITOR INFORMATION CALIBRATION AND PREDICTION FOR GROUND FREEZING AND PILE-SUPPORT FOUNDATION PIT
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PILE HORIZONTAL DISPLACEMENT MONITOR INFORMATION CALIBRATION AND PREDICTION FOR GROUND FREEZING AND PILE-SUPPORT FOUNDATION PIT

机译:桩基水平位移监测仪信息的校准和预测,用于地面冻结和桩基支撑基坑

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摘要

Monitor data of pile horizontal displacement for Ground freezing and Pile-support Foundation Pit of south anchorage of Runyang Bridge, had Obvious error by freezing and deformation of bottom part. It was proved that horizontal displacement of pile-top beam can't be used to Calibrate error, but the displacement Calibration on Position of first support could be used to Correct pile horizontal displacement. The displacement on Position of first support was calibrated by data of support force and temperature. This result provided reliable monitor data for Anti- analysis and prediction of foundation pit, and the experience was backlog for construction of similar engineering aftertime.
机译:润扬大桥南锚地冻结及桩支基坑桩水平位移监测数据,因底部冻结变形引起明显误差。事实证明,桩顶梁的水平位移不能用来校正误差,但可以采用“第一支点位置的位移校正”来校正桩的水平位移。第一支撑位置的位移通过支撑力和温度数据进行校准。该结果为基坑的抗分析和预测提供了可靠的监测数据,其经验为以后类似工程的建设积压。

著录项

  • 来源
  • 会议地点 Nanjing(CN)
  • 作者

    WU Zhuo; rnWANG Liangjian;

  • 作者单位

    Baoyuan Yuan@Geological and Geotechnical Engineering Department, Hohai University, Xikanglu 1#,Nanjing 210098, China--Xianggang Liu@Geological and Geotechnical Engineering Department, Hohai University, Xikanglu 1#,Nanjing 210098, China--Xufeng Zhu@Geological and Geotechnical Engineering Department, Hohai University, Xikanglu 1#,Nanjing 210098, China--;

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  • 原文格式 PDF
  • 正文语种
  • 中图分类 灾害地质学;
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