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Effects of bender element arrangement and grouting method on small strain shear modulus of MICP-cemented sand
Civil Engineering | 更新时间：2025-11-14

    • Effects of bender element arrangement and grouting method on small strain shear modulus of MICP-cemented sand

    • “In the field of geotechnical engineering, the influencing factors of the small strain shear modulus Gmax of sandy soil were studied. Through MICP reinforcement glass sand test, it was found that different reinforcement methods have significant differences in the improvement effect of Gmax, among which the "low pH single-phase method+direct back pressure after injection of reaction solution" has the best effect.”
    • Journal of Civil and Environmental Engineering   Vol. 47, Issue 3, Pages: 41-48(2025)

    • DOI：10.11835/j.issn.2096-6717.2024.018    

      CLC： TU441

    • Received：05 December 2023，

      Published：25 June 2025

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  • ZHANG Lei,ZHENG Yanlong,XU Tao,et al.Effects of bender element arrangement and grouting method on small strain shear modulus of MICP-cemented sand[J].Journal of Civil and Environmental Engineering,2025,47(03):41-48. DOI： 10.11835/j.issn.2096-6717.2024.018.

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ZHANG Lei
XU Tao
SHI Jinquan

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School of Transportation, Southeast University, Nanjing 2118923
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