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基于高密度面波技术的水闸地基隐患检测研究

田苡菲 尚海龙 郭静娜 田铮 李铮 黄涛

北京水务Issue(2):78-82,5.
北京水务Issue(2):78-82,5.DOI:10.19671/j.1673-4637.2024.02.014

基于高密度面波技术的水闸地基隐患检测研究

Research on hidden danger detection of sluice foundation based on high-density surface wave technology

田苡菲 1尚海龙 1郭静娜 2田铮 3李铮 3黄涛4

作者信息

  • 1. 北京江河中基工程咨询有限公司 北京 100073
  • 2. 北京绿都锦绣水务建设有限公司 北京 101212
  • 3. 北京市北运河管理处 北京 101125
  • 4. 中国水利水电科学研究院 北京 100038
  • 折叠

摘要

Abstract

To ensure the safety of the Beiguan sluices,high-density surface wave technology is utilized for detecting the anti-seepage wall of the sluice.Anti-seepage walls in water gates were detected using high-density surface wave technology.The distribution map of geological structure shear waves and the distribution cross-section of foundation standard penetration values within the detection range were com-pleted through numerical simulation.The results indicated that the layered shear wave velocity stratifica-tion at the location of the anti-seepage wall was basically complete.Moreover,the conversion of shear wave velocity of geological structures within the range into their corresponding standard penetration value(SPV)"n",which revealed an improvement in the formation's SPV compared to the preliminary design da-ta of geological soil layers.There were no issues with this test.However,it's recommended to conduct de-tection of sluice floor voids to ascertain the cause of settlement.This study will serve as a valuable theoret-ical and methodological resource for the detection of other sluices or hydraulic structures.

关键词

水闸/高密度面波/防渗墙/剪切波/桩基标贯值

Key words

sluice/high density surface wave/impervious wall/shear wave/standard penetration val-ue of pile foundation

分类

建筑与水利

引用本文复制引用

田苡菲,尚海龙,郭静娜,田铮,李铮,黄涛..基于高密度面波技术的水闸地基隐患检测研究[J].北京水务,2024,(2):78-82,5.

北京水务

1673-4637

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