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Study on the diffusion law of dynamic water grouting in fracture with slurry-rock stress coupling effect

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Abstract

Water inrush disasters in geotechnical engineering are mainly caused by seepage in fractures, and curtain grouting is the most common method to block water flow. To ensure the efficacy of the water blocking curtain, it is necessary to study the slurry’s diffusion pattern. In this study, by means of laboratory experiments and theoretical deductions, the grout diffusion morphology in fractures with the slurry-rock stress coupling effect is revealed, and the corresponding theoretical model is established. First, based on the failure of water-blocking curtain in a hydropower station in Yunnan Province, a four-level four-factor orthogonal table was set up, grouting experiments were conducted using the self-developed fracture grouting device, and the relationship between the main influencing factors and fracture deformation and grout diffusion distance was revealed. Then, based on the Bingham fluid constitutive model, fracture deformation equation and grouting model with flowing water, a new fracture grouting model considering the coupling effect of slurry-rock stress was established. Finally, based on the calculations and experiments, the morphology of slurry diffusion is described, thereby proving the validity of the new model.

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All data, models, and code generated or used during the study appear in the submitted article.

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Acknowledgements

Financial supports from the National Natural Science Foundation of China (42130706, 42272313), the National Key Research and Development Program of China (2022YFC3003304), Opening fund of State Key Laboratory of Geohazard Prevention and Geoenvironment Protection (Chengdu University of Technology) (SKLGP2023K018), and the scientific research project of China Railway Shanghai Group Co., Ltd. (2022178) are sincerely acknowledged.

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Authors and Affiliations

  1. State Key Laboratory of Intelligent Construction and Healthy Operation & Maintenance of Deep Underground Engineering, China University of Mining and Technology, Xuzhou, 221116, Jiangsu, China

    Yang Liu, Yingchao Wang & Lijun Han

  2. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, 610059, China

    Yingchao Wang

  3. School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, 221116, Jiangsu, China

    Yingchao Wang & Lijun Han

  4. School of Resources and Geosciences, China University of Mining and Technology, 1 University Rd, Xuzhou, 221116, Jiangsu, China

    Wanghua Sui

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  1. Yang Liu
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Contributions

Yang Liu: Conceptualization, Methodology, Experiment  Yingchao Wang: Data curation, Writing- Original draft preparation  Wanghua Sui: Investigation, Writing- Reviewing and Editing Lijun Han: Supervision All authors reviewed the manuscript.

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Correspondence to Yingchao Wang.

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Liu, Y., Wang, Y., Sui, W. et al. Study on the diffusion law of dynamic water grouting in fracture with slurry-rock stress coupling effect. Environ Earth Sci 82, 512 (2023). https://doi.org/10.1007/s12665-023-11168-8

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