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<p>Based on the methods proposed by the author for reconstructing compression curves, as well as the empirical method for estimating the overconsolidation pressure of clay soils, solutions are presented for determining the deformation modulus as a continuous logistic function of the effective stresses and overconsolidation pressure. A solution describing the decrease in the deformation modulus for creep over time is proposed.</p>

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Method for Determining the Deformation Modulus of Clay Soils Based on the Reconstruction of the Compression Curve for Long-Term Creep Condition

  • 期刊论文

  • 发表日期：

    2025年11月1日

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  • V. A. Vasenin

摘要

Based on the methods proposed by the author for reconstructing compression curves, as well as the empirical method for estimating the overconsolidation pressure of clay soils, solutions are presented for determining the deformation modulus as a continuous logistic function of the effective stresses and overconsolidation pressure. A solution describing the decrease in the deformation modulus for creep over time is proposed.