Research on Testing Method for Grouting Effect in Karst Caves Based on Drilling Coring and High-Density Electrical Method

  • Wang Ran ,
  • Zan Zihui
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  • Guangzhou Metro Design & Research Institute Co., Ltd., Guangzhou 510010, P. R. China

Received date: 2024-02-27

  Online published: 2025-01-03

Abstract

To study the detection and evaluation methods for the effectiveness of karst cave grouting treatment, this article conducted on-site drilling core detection and high-density electrical method indoor model test research on the karst grouting treatment section of a certain project. This article first tested and analyzed the grouting effect of the karst cave in the treatment section through drilling and coring, and found that the grouting treatment effect of the karst cave in the section was relatively good; Then, combining digital modeling and 3D printing, the construction of a karst cave model was achieved, providing a reference for indoor karst model experiments; Finally, based on the evaluation method of high-density electrical method for detecting the effectiveness of karst grouting under different slurry filling conditions was deeply studied through indoor model experiments. The results indicate that the apparent resistivity value at the location of the karst cave after grouting will decrease to a certain extent compared to before grouting, and the area of high resistivity anomaly will decrease; As the amount of grouting in the karst cave increases, the time for the apparent resistivity image to reach stability at the grouting site of the karst cave is correspondingly prolonged. Usually, when the karst cave is completely filled with cement slurry, the apparent resistivity image will reach stability 7 days after grouting. This study provides a certain reference for optimizing the detection and evaluation methods of karst grouting effectiveness.

Cite this article

Wang Ran , Zan Zihui . Research on Testing Method for Grouting Effect in Karst Caves Based on Drilling Coring and High-Density Electrical Method[J]. Chinese Journal of Underground Space and Engineering, 2024 , 20(6) : 2054 -2063 . DOI: 10.20174/j.JUSE.2024.06.31

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