• Bulletin of the Chinese Ceramic Society
  • Vol. 41, Issue 6, 2015 (2022)
WEI Kailun1、*, ZHAO Weiquan2, and FAN Henghui1
Author Affiliations
  • 1[in Chinese]
  • 2[in Chinese]
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    DOI: Cite this Article
    WEI Kailun, ZHAO Weiquan, FAN Henghui. Proportion Optimization of Silica Sol Grout Based on Response Surface Method[J]. Bulletin of the Chinese Ceramic Society, 2022, 41(6): 2015 Copy Citation Text show less
    References

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    [2] YANG Z P, ZHANG X F, LIU X, et al. Flexible and stretchable polyurethane/waterglass grouting material[J]. Construction and Building Materials, 2017, 138: 240-246.

    [3] SGAARD C, FUNEHAG J, ABBAS Z. Silica sol as grouting material: a physio-chemical analysis[J]. Nano Convergence, 2018, 5(1): 1-15.

    [4] JOHNSON A C J H, GREENWOOD P, HAGSTRM M, et al. Aggregation of nanosized colloidal silica in the presence of various alkali cations investigated by the electrospray technique[J]. Langmuir, 2008, 24(22): 12798-12806.

    [5] TROMPETTE J L, CLIFTON M J. Influence of ionic specificity on the microstructure and the strength of gelled colloidal silica suspensions[J]. Journal of Colloid and Interface Science, 2004, 276(2): 475-482.

    [7] FUNEHAG J, GUSTAFSON G. Design of grouting with silica sol in hard rock-new methods for calculation of penetration length, part I[J]. Tunnel Underground Space Tech, 2008, 23(1): 1-8.

    [8] AXELSSON M. Mechanical tests on a new non-cementitious grout, silica sol: a laboratory study of the material characteristics[J]. Tunnelling and Underground Space Technology, 2006, 21(5): 554-560.

    [9] HLTT P L, HAKANEN M, LAHTINEN M, et al. Release of colloids from injection grout silica sol[J]. MRS Proceedings, 2008, 1124: 1124-Q10-14.

    [11] TSUJI M, KOBAYASHI S, MIKAKE S, et al. Post-grouting experiences for reducing groundwater inflow at 500 m depth of the Mizunami underground research laboratory, Japan[J]. Procedia engineering, 2017, 191: 543-550.

    [12] SGAARD C, KOLMAN K, CHRISTENSSON M, et al. Hofmeister effects in the gelling of silica nanoparticles in mixed salt solutions[J]. Colloids and Surfaces A: Physicochemical and Engineering Aspects, 2021, 611: 125872.

    [13] FUNEHAG J, GUSTAFSON G. Design of grouting with silica sol in hard rock-new methods for calculation of penetration length, part I[J]. Tunnelling and Underground Space Technology, 2008, 23(1): 1-8.

    [14] PAN D J, ZHANG N, ZHANG C H, et al. Long-term mechanical behavior of nano silica sol grouting[J]. Nanomaterials, 2018, 8(1): 46.

    [19] SGAARD C, FUNEHAG J, GERGORIC' M, et al. The long term stability of silica nanoparticle gels in waters of different ionic compositions and pH values[J]. Colloids and Surfaces A: Physicochemical and Engineering Aspects, 2018, 544: 127-136.

    [20] PERSOFF P, APPS J, MORIDIS G, et al. Effect of dilution and contaminants on sand grouted with colloidal silica[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1999, 125(6): 461-469.

    [21] ZHANG L, MIKHAILOVSKAYA A, CONSTANTIN D, et al. Varying the counter ion changes the kinetics, but not the final structure of colloidal gels[J]. Journal of Colloid and Interface Science, 2016, 463: 137-144.

    [22] PEDROTTI M, WONG C, EL MOUNTASSIR G, et al. An analytical model for the control of silica grout penetration in natural groundwater systems[J]. Tunnelling and Underground Space Technology, 2017, 70: 105-113.

    WEI Kailun, ZHAO Weiquan, FAN Henghui. Proportion Optimization of Silica Sol Grout Based on Response Surface Method[J]. Bulletin of the Chinese Ceramic Society, 2022, 41(6): 2015
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