Skip to main content
Log in

Study on visual simulation experiment of water-displacing grouting in fractured aquifer

  • Original Article
  • Published:
Environmental Earth Sciences Aims and scope Submit manuscript

Abstract

In this study, a visual test platform for water-displacing grouting in a fractured aquifer is innovated which involves transparent materials and a coloring fluid design, thus making the visual monitoring of the water displacement by slurry possible. Meanwhile, various parameters, including the grouting pressure, fracture water pressure, fracture opening, fracture angle, and fracture combination form can be adjusted based on demand to further study the mechanism of water-displacing diffusion by slurry in the fractured aquifer under the comprehensive action of multiple factors. The reliable experiment platform is verified by comparing the theoretical and experimental results of grouting in a single fracture. On this basis, the experimental study on the water-displacing diffusion by slurry in the fracture networks is carried out. The conclusions are as follows: (1) in the bifurcated fracture structure, the pressure at the intersection of the main and minor fractures is most affected by the width of the minor fracture, and the pressure change at different positions equidistant from the intersection of each minor fracture increases with growing included angle between the main and minor fractures; (2) the pressure at each point in the fracture network escalates linearly with the growth of grouting pressure, and the closer to the grouting opening, the greater the pressure growth value; and (3) the water–cement ratio has no significant effect on the pressure of each point in the bifurcated fracture structure, but when the ratio builds up, the total time of water-displacing diffusion by slurry decreases.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig.12
Fig. 13
Fig. 14
Fig. 15

Similar content being viewed by others

Availability of data and materials

The data sets used or analysed during the current study are available from the corresponding author on reasonable request.

References

  • Draganovic A, Stille H (2011) Filtration and penetrability of cement-based grout: study performed with a short slot. Tunn Undergr Space Technol 26(4):548–559

    Article  Google Scholar 

  • Draganovic A, Stille H (2014) Filtration of cement-based grouts measured using a long slot. Tunn Undergr Space Technol 43:101–112

    Article  Google Scholar 

  • Fu P, Zhang JJ, Xing ZQ, Yang XD (2013) Numerical simulation and optimization of hole spacing for cement grouting in rocks. J Appl Math 1:4499–4588

    Google Scholar 

  • Gustafson G, Claesson J, Fransson Å (2013) Steering parameters for rock grouting. J Appl Math 1:1–9

    Article  Google Scholar 

  • Hao M, Wang F, Li X, Zhang B, Zhong Y (2018) Numerical and experimental studies of diffusion law of grouting with expansible polymer. J Mater Civil Eng 30(2):04017290

    Article  Google Scholar 

  • Hernqvist L, Christian B, Fransson Å, Gustafson G, Funehag J (2012) A hard rock tunnel case study: characterization of the waterbearing fracture system for tunnel grouting. Tunn Undergr SpaceTechnol 30(4):132–144

    Google Scholar 

  • Hu Y (2020) Research on mechanism of water-displacing grouting in mine fractured aquifer. China University of Mining and Technology, pp 15–16 (in Chinese)

    Google Scholar 

  • Hu Y, Liu WQ, Shen Z, Gao K, Liang DX, Cheng SX (2020) Diffusion mechanism and sensitivity analysis of slurry while grouting in fractured aquifer with horizontal injection hole. Carbonate Evaporite 35:49

    Article  Google Scholar 

  • Jin LC, Sui WH (2021) Experimental investigation on chemical grouting in rough 2D fracture network with flowing water. Bull Eng Geol Environ 80:8519–8533

    Article  Google Scholar 

  • Jin LC, Sui WH, Xiong JL (2019) Experimental investigation on chemical grouting in a permeated fracture replica with different roughness. Appl Sci 9(13):2762

    Article  Google Scholar 

  • Kazemian S, Prasad A, Huat BBK, Bazaz JB, Mohammed TA, Aziz FNA (2011) Effect of aggressive pH media on peat treated by cement and sodium silicate grout. J Cent South Univ 18(3):840–847

    Article  Google Scholar 

  • Kong XY (1999) Advanced seepage mechanics. China Univ of Science and Technology Press, Hefei, pp 27–28 (in Chinese)

    Google Scholar 

  • Liang YK, Sui WH, Qi JF (2019) Experimental investigation on chemical grouting of inclined fracture to control sand and water flow. Tunn Undergr Space Technol 83:82–90

    Article  Google Scholar 

  • Liu RT (2012) Study on diffusion and plugging mechanism of quick setting cement based slurry in underground dynamic water grouting and its application. Shandong University, Jinan, pp 84–86 (in Chinese)

    Google Scholar 

  • Maghous S, Saada Z, Dormieux L, Canou J, Dupla JC (2007) A model for in situ grouting with account for particle filtration. Comput Geotech 34(3):164–174

    Article  Google Scholar 

  • Mohajerani S, Baghbanan A, Bagherpour R, Hashemolhosseini H (2015) Grout penetration in fractured rock mass using a new developed explicit algorithm. Int J Rock Mech Min Sci 80:412–417

    Article  Google Scholar 

  • Porcino D, Marciano V, Granata R (2012) Static and dynamic properties of a lightly cemented silicate-grouted sand. Can Geotech J 49(10):1117–1133

    Article  Google Scholar 

  • Sui WH, Liu JY, Hu W, Qi JF, Zhan KY (2015) Experimental investigation on sealing efficiency of chemical grouting in rock fracture with flowing water. Tunn Undergr Space Technol 50(1):239–249

    Article  Google Scholar 

  • Tani ME, Stille H (2017) Grout spread and injection period of silica solution and cement mix in rock fractures. Rock Mech Rock Eng 50(9):2365–2380

    Article  Google Scholar 

  • Yu SF, Wu AX, Wang YM, Li T (2017) Pre-reinforcement grout in fractured rock masses and numerical simulation for optimizing shrinkage stoping configuration. J Cent South Univ 24(12):2924–2931

    Article  Google Scholar 

  • Zhang WJ, Li SC, Wei JC, Zhang QS, Liu RT, Zhang X, Yin HY (2018) Grouting rock fractures with cement and sodium silicate grout. Carbonate Evaporite 33:211–222

    Article  Google Scholar 

  • Zolfaghari A, Bidar AS, Javan MRM, Haftani M, Mehinrad A (2015) Evaluation of rock mass improvement due to cement grouting by Q-system at Bakhtiary dam site. Int J Rock Mech Min Sci 74:38–44

    Article  Google Scholar 

  • Zou LC, Håkansson U, Cvetkovic V (2018) Two-phase cement grout propagation in homogeneous water-saturated rock fractures. Int J Rock Mech Min 106:243–249

    Article  Google Scholar 

  • Zou LC, Håkansson U, Cvetkovic V (2019) Cement grout propagation in two-dimensional fracture networks: impact of structure and hydraulic variability. Int J Rock Mech Min 115:1–10

    Article  Google Scholar 

  • Zou LC, Håkansson U, Cvetkovic V (2020) Yield-power-law fluid propagation in water-saturated fracture networks with application to rock grouting. Tunn Undergr Space Technol 95:103170

    Article  Google Scholar 

Download references

Funding

This study was supported by Doctoral Research Start-Up Fund Project of Suzhou University (2021BSK014), School Level Key Projects of Suzhou University (2021yzd04), the Post Doctoral Research Startup Fund Project of Suzhou University (2022BSH003), the University Natural Science Research Project of Anhui Province (2022AH051382).

Author information

Authors and Affiliations

Authors

Contributions

YH and WL wrote the main manuscript text, TM prepared all the figures of this manuscript. All authors reviewed the manuscript.

Corresponding author

Correspondence to Yang Hu.

Ethics declarations

Conflict of interest

The authors declare no conflict of competing interests.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Hu, Y., Liu, W. & Ma, T. Study on visual simulation experiment of water-displacing grouting in fractured aquifer. Environ Earth Sci 83, 4 (2024). https://doi.org/10.1007/s12665-023-11316-0

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s12665-023-11316-0

Keywords

Navigation