High-precision MFMM-SAFT imaging with variable velocity for grouting materials in shield segments multilayer structure

Nondestructive testing of grouting in shield tunnels is critical for structural safety. While ultrasonic testing is less susceptible to rebar interference than ground-penetrating radar (GPR), its traditional array imaging methods often fail in complex multilayer structures due to the constant velocity imaging assumption, resulting in image defocusing and positioning errors. To address this issue, we propose a layer velocity based Multi-stencils Fast Marching Method-Synthetic Aperture Focusing Technique (MFMM-SAFT). This method implements multiple suppression in the Radon domain, performs velocity analysis based on common midpoint (CMP) gathers, and employs MFMM for precise wave travel times calculations. Validated through a series of numerical simulations and field experiments, MFMM-SAFT consistently controls imaging errors below 5 %. Layer velocity imaging outperforms root-mean-square (RMS) velocity methods in both accuracy and focusing capability. The detection depth reaches approximately twice the sensor array length. Beyond this range, however, imaging accuracy becomes comparable to traditional constant velocity SAFT due to the inability to precisely obtain layer velocities. This method provides a robust, high-precision tool for structural assessment in grouted shield tunnels, significantly advancing technological progress in tunnel maintenance. • MFMM-SAFT framework offers high precision imaging for grouting materials in shield segments multilayer structure. • Layer velocity imaging keeps quantitative errors below 5 % with superior defect detection. • The effective detection depth of this method can reach twice the length of the sensor array.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2025-11-25
DOI
https://doi.org/10.1016/j.cscm.2025.e05600
Primary Topic
Geophysical Methods and Applications
Type
article
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article

High-precision MFMM-SAFT imaging with variable velocity for grouting materials in shield segments multilayer structure

Xiangxiang Zhou, Liu Liu, Bin Wang
Case Studies in Construction Materials
Geophysical Methods and Applications
article

High-precision MFMM-SAFT imaging with variable velocity for grouting materials in shield segments multilayer structure

Xiangxiang Zhou, Liu Liu, Bin Wang
article en

Abstract

Nondestructive testing of grouting in shield tunnels is critical for structural safety. While ultrasonic testing is less susceptible to rebar interference than ground-penetrating radar (GPR), its traditional array imaging methods often fail in complex multilayer structures due to the constant velocity imaging assumption, resulting in image defocusing and positioning errors. To address this issue, we propose a layer velocity based Multi-stencils Fast Marching Method-Synthetic Aperture Focusing Technique (MFMM-SAFT). This method implements multiple suppression in the Radon domain, performs velocity analysis based on common midpoint (CMP) gathers, and employs MFMM for precise wave travel times calculations. Validated through a series of numerical simulations and field experiments, MFMM-SAFT consistently controls imaging errors below 5 %. Layer velocity imaging outperforms root-mean-square (RMS) velocity methods in both accuracy and focusing capability. The detection depth reaches approximately twice the sensor array length. Beyond this range, however, imaging accuracy becomes comparable to traditional constant velocity SAFT due to the inability to precisely obtain layer velocities. This method provides a robust, high-precision tool for structural assessment in grouted shield tunnels, significantly advancing technological progress in tunnel maintenance. • MFMM-SAFT framework offers high precision imaging for grouting materials in shield segments multilayer structure. • Layer velocity imaging keeps quantitative errors below 5 % with superior defect detection. • The effective detection depth of this method can reach twice the length of the sensor array.

Case Studies in Construction MaterialsVol. 23
Nanchang University (CN), Institute of Rock and Soil Mechanics (CN)
Openalex Percentile: Top 55%
Geophysical Methods and Applications
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