Quality evaluation of ground improvement by deep cement mixing piles via ground-penetrating radar

Deep cement mixing piles are a key technology for treating settlement distress of soft soil subgrade. However, it is very challenging to accurately evaluate the quality of pile construction due to the limitations of pile material, large number of piles and small pile spacing. Here, we propose the idea of transforming defect detection of piles into quality evaluation of ground improvement. Geological models of pile group reinforced subgrade are constructed and their ground-penetrating radar response characteristics are revealed. We have also developed ground-penetrating radar attribute analysis technology and established ground-penetrating radar technical system for evaluating the quality of ground improvement. We further prove that the ground-penetrating radar results integrating single-channel waveform, multi-channel section and attributes can effectively detect the defects and stratum structure after ground improvement. Our research results provide a rapid, efficient and economic technical solution for the quality evaluation of ground improvement in soft soil subgrade reinforcement engineering. Subgrade settlement is a serious distress which poses a huge threat to the service life and operation safety of roads. Here, authors propose the application of ground-penetrating radar as technical solution for the quality evaluation of ground improvement in soft soil subgrade reinforcement engineering.

Automated summary

Deep cement mixing piles are a key technology for treating settlement distress of soft soil subgrade. However, accurately evaluating the quality of pile construction presents challenges due to material limitations, large number of piles, and small pile spacing. This study proposes using ground-penetrating radar as a technical solution to evaluate the quality of ground improvement in soft soil subgrade reinforcement engineering, providing a rapid, efficient, and economic solution.