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基于冲击回波法的盾构隧道壁后注浆质量检测研究

陈迪杨 李利平 王旌 巴兴之 房忠栋 张延欢

东南大学学报(自然科学版)2025,Vol.55Issue(1):213-221,9.
东南大学学报(自然科学版)2025,Vol.55Issue(1):213-221,9.DOI:10.3969/j.issn.1001-0505.2025.01.024

基于冲击回波法的盾构隧道壁后注浆质量检测研究

Research on back-fill grouting quality detection of shield tunnel based on impact-echo method

陈迪杨 1李利平 2王旌 2巴兴之 2房忠栋 2张延欢3

作者信息

  • 1. 山东大学齐鲁交通学院,济南 250101||山东大学土建与水利学院,济南 250061||山东大学(齐河)新材料与智能装备研究院,德州 251114
  • 2. 山东大学齐鲁交通学院,济南 250101
  • 3. 山东大学齐鲁交通学院,济南 250101||山东大学土建与水利学院,济南 250061
  • 折叠

摘要

Abstract

In order to improve the quality of back-fill grouting in shield tunnels,a study on the quality detec-tion of back-fill grouting in shield tunnels based on the impact-echo method was conducted.The detection method of the back-fill grouting state and the modified formula for back-fill grouting layer thickness were pro-posed.Considering the solidification characteristics of back-fill grouting and the propagation law of P-wave at the interface of segment-back-fill grouting layer,the optimal detection timing and detection scheme under dif-ferent strata of back-fill grouting were proposed.The feasibility and accuracy of this method were verified by model tests and field tests.The results show that the P-wave is mainly converted to transmission P-wave at the interface of segment-back-fill grouting layer with the increase of slurry strength.As the condensation time in-creases to 570 min,the interpreted thickness value of the back-fill grouting layer tends to be stable.The calcu-lation precision and accuracy are centimeter level and 95%,respectively.Combined with the tunnelling effi-ciency of different strata,the optimal detection timing is determined to be 10 to 14 rings after grouting.The re-search results can provide theoretical basis and technical support for the rapid and accurate detection of back-fill grouting quality in shield tunnels.

关键词

盾构隧道/壁后注浆/冲击回波法/质量检测/注浆厚度/工程应用

Key words

shield tunnel/back-fill grouting/impact-echo method/quality detection/grouting thickness/en-gineering application

分类

建筑与水利

引用本文复制引用

陈迪杨,李利平,王旌,巴兴之,房忠栋,张延欢..基于冲击回波法的盾构隧道壁后注浆质量检测研究[J].东南大学学报(自然科学版),2025,55(1):213-221,9.

基金项目

国家重点研发计划资助项目(2023YFB2603604) (2023YFB2603604)

泰山学者青年专家资助项目(tsqn202306328) (tsqn202306328)

山东省优秀青年基金资助项目(ZR2022YQ56) (ZR2022YQ56)

国家自然科学基金面上资助项目(52378403) (52378403)

山东省自然科学基金面上资助项目(ZR2023ME235) (ZR2023ME235)

山东省住房和城乡建设科技计划资助项目(2020-Z2-1). (2020-Z2-1)

东南大学学报(自然科学版)

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1001-0505

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