4.6 Article

New Insights of Grouting in Coal Mass: From Small-Scale Experiments to Microstructures

期刊

SUSTAINABILITY
卷 13, 期 16, 页码 -

出版社

MDPI
DOI: 10.3390/su13169315

关键词

pre-grouting; soft coal mass; coal-grout structure; shear behavior; quality improvement

资金

  1. Fundamental Research Funds for the Central Universities [2021QN1003, 2020ZDPY0221]
  2. National Natural Science Foundation of China [52104106, 52174089]

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This study evaluated the quality improvement of coal and grouted coal specimens through a series of direct shear tests, and found that the strength and stiffness of grouted coal were significantly improved with the increase of grout column diameter. Linear regression models were established for predicting mechanical parameters and three failure models associated with coal and grouted coal specimens were revealed. This research can provide a basic evaluation and guideline for the parametric design of cement pre-grouting applications in soft coal mass.
Pre-grouting as an effective means for improving the stability of roadways can reduce maintenance costs and maintain safety in complex mining conditions. In the Guobei coal mine in China, a cement pre-grouting technique was adopted to enhance the overall strength of soft coal mass and provide sufficient support for the roadway. However, there are very limited studies about the effect of grouting on the overall strength of coal in the laboratory. In this paper, based on the field observation of a coal-grout structure after grouting, a series of direct shear tests were conducted on coal and grouted coal specimens to quantitatively evaluate the quality improvement of grouted coal mass. The results showed that the peak and residual shear strength, cohesion, friction angle and the shear stiffness of grouted coal were significantly improved with the increase of the diameter of grout column. Linear regression models were established for predicting these mechanical parameters. In addition, three failure models associated with coal and grouted coal specimens were revealed. According to microstructure and macroscopic failure performance of specimens, the application of the proposed models and some methods for further improving the stability of grouted coal mass were suggested. The research can provide the basic evaluation and guideline for the parametric design of cement pre-grouting applications in soft coal mass.

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