偏高岭土与粉煤灰对水泥基锚固注浆材料性能的影响

Impacts of metakaolin and fly ash on the performance of cement-based grouting materials in anchoring engineering

  • 摘要:
    目的 注浆材料填充对锚固结构性能有重要的作用。为了进一步提升注浆材料的流动性能,减小固化过程中的干缩,确保注浆体填充饱满,从而提升锚固体与被加固岩土体的粘结性能。
    方法 以水泥为基础材料,粉煤灰和偏高岭土为外加剂,设计并制备了20组二元、三元混合材料,开展不同配合比混合料的流动性、析水率、力学强度测试,查明偏高岭土与粉煤灰外加剂对水泥基注浆材料性能的影响规律,并结合X射线衍射(XRD)和电镜扫描(SEM)微观测试,揭示偏高岭土与粉煤灰对水泥基注浆材料性能调控的作用机制,提出考虑浆液流动性、充盈性与锚固体承载能力的注浆材料最佳配合比。
    结果与结论 当偏高岭土掺量控制在6%左右且粉煤灰掺量15%~20%时,浆液在γ=100 s−1时的黏度较纯水泥浆降至0.16 Pa·s,析水率降至2%,7 d抗压强度提升至约30 MPa,28 d抗压强度提升至约32.7 MPa,此时水泥基注浆材料综合性能达到最优水平。XRD与SEM微观测试表明,偏高岭土和粉煤灰的协同效应在三元混合物中效果显著,浆液水化速度更快,水化后产物分布更加均匀,微观结构更密实。研究成果为偏高岭土与粉煤灰作为外加剂改善水泥基注浆材料性能提供了科学依据,对锚固工程中注浆材料的设计与应用具有重要的参考价值。

     

    Abstract:
    Objective The filling of grouting materials plays a significant role in ensuring the performance of anchoring structures. This study aims to further enhance the fluidity of grouting materials, reduce their dry shrinkage in the curing process, and ensure complete filling. This will help improve the bonding property between the anchoring body and the rock and soil mass to be reinforced.
    Methods Using cement as the primary material, as well as fly ash and metakaolin as admixtures, this study designed and prepared 20 groups of binary and ternary mixtures and one control group. Through tests of the fluidity, bleeding ratios, and mechanical strengths of these mixtures with different mix ratios, this study determined the impacts of metakaolin and fly ash on the performance of cement-based grouting materials. In combination with the X-ray diffraction (XRD) analysis and scanning electron microscopy , this study revealed the mechanisms underlying the regulation of metakaolin and fly ash for the performance of cement-based grouting materials. Finally, this study proposed the optimum mix ratio of grouting materials while considering the fluidity and filling ability of grouts, as well as the load-bearing capacity of the anchoring body.
    Results and Conclusions  With the metakaolin and fly ash contents were controlled at approximately 6% and 15% to 20%, respectively, the resulting grout exhibited a reduced viscosity of 0.16 Pa·s and a reduced bleeding rate of 2% at γ = 100 s−1 compared to pure cement grout. Furthermore, its compressive strength increased to approximately 30 MPa at day 7 and about 32.7 MPa at day 28. In this case, the cement-based grouting material delivered the optimal overall performance. The XRD and SEM analyses indicate that metakaolin and fly ash exhibited significant synergistic effects when mixed into the ternary mixtures, as evidenced by a faster hydration rate, a more even distribution of hydration products, and a denser microstructure. The results of this study provide a scientific basis for enhancing the performance of cement-based grouting materials by using metakaolin and fly ash as admixtures, offering a valuable reference for the design and applications of grouting materials in anchoring engineering.

     

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