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Rock and Soil Mechanics
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  • A calculation method of permeability coefficient of clogging zone in vacuum preloading of waste mud

    A calculation method of permeability coefficient of clogging zone in vacuum preloading of waste mud

  • Acoustic and thermal anomaly signals and sensitivity coupling analysis of water- saturated and dry sandstone damage

    Acoustic and thermal anomaly signals and sensitivity coupling analysis of water- saturated and dry sandstone damage

  • Analysis of ballast penetration phenomenon in ballast track under dynamic loads: experimental testing and DEM modeling

    Analysis of ballast penetration phenomenon in ballast track under dynamic loads: experimental testing and DEM modeling

  • A new calculation method for the size of anchor plates in unsaturated slope

    A new calculation method for the size of anchor plates in unsaturated slope

  • A novel method for quality control of vibratory compaction in high-speed railway graded aggregates based on the embedded locking point of coarse particles

    A novel method for quality control of vibratory compaction in high-speed railway graded aggregates based on the embedded locking point of coarse particles

  • A physics-informed neural networks inversion method for in-situ consolidation coefficient based on piezocone penetration test pore pressure data

    A physics-informed neural networks inversion method for in-situ consolidation coefficient based on piezocone penetration test pore pressure data

  • Calculation of uplift capacity of steel pipe pile with constrained grouting

    Calculation of uplift capacity of steel pipe pile with constrained grouting

  • Challenges and countermeasures in salt cavern underground storage in China—from “Jintan mode” to “XX mode”

    Challenges and countermeasures in salt cavern underground storage in China—from “Jintan mode” to “XX mode”

 

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