Abstract

Injecting grout into the gaps between tunnel shield segments and surrounding rocks can reduce ground subsidence and prevent ground water penetration. However, insufficient grouting and grouting defects may cause serious geological disasters. Ground penetrating radar (GPR) is widely used as a nondestructive testing (NDT) method to evaluate grouting quality and determine the existence of defects. This paper provides an overview of GPR applications for grouting defect detection behind tunnel shield segments. State-of-the-art methodologies, field cases, experimental tests and signal processing methods are discussed. The reported field cases and model test results show that GPR can detect grouting defects behind shield tunnel segments by identifying reflected waves. However, some subsequent problems still exist, including the interference of steel bars and small differences in the dielectric constants among media. Recent studies have focused on enhancing the signal-to-noise ratio and imaging methods. Advanced GPR signal processing methods, including full waveform inversion and machine learning methods, are promising for detecting imaging defects. Additionally, we conduct a preliminary experiment to investigate environmental noise, antenna configuration and coupling condition influences. Some promising topics, including multichannel configuration, rapid evaluation methods, elastic wave method scanning equipment for evaluating grout quality and comprehensive NDT methods, are recommended for future studies.

Highlights

  • In recent decades, shield construction has become a developed construction technology [1]

  • The Ground penetrating radar (GPR) is an effective method to detect the quality of the grouting after the pipe segment

  • The results show that the GPR can effectively detect the quality of the grouting body during shield construction

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Summary

Introduction

Shield construction has become a developed construction technology [1]. Shield construction is widely used in soft soil tunnel constructions, such as saturated soft clay, silty soft soil, saturated sandy silt, and silty sand. By injecting grout to fill the gap between the pipe wall and the ground, the formation loss can be effectively reduced. Fast-setting grout is injected into the soil, generating a soil-concrete mixture with enhanced ground resistance to the developing movement due to lining expansion [4]. Quantitatively controlling the grouting amount is challenging. Grouting defects, such as uneven filling, insufficient filling and nonuniformity, may cause serious geological disasters, such as ground water erosion and surface collapse [5,6]

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