Evaluation of Strength Development and Strength–Deformation Characteristics of Liquefied Stabilized Soil as a Railway Embankment Material

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The study aims to evaluate the applicability of liquefied stabilized soil as a railway embankment material to enhance construction efficiency in restricted areas.
Evaluated long-term durability of proposed protective structure
Assessed strength development characteristics of liquefied stabilized soil
Conducted uniaxial and triaxial compression tests to determine shear resistance and strength constants.
Protective layer effectively prevents drying and discoloration of liquefied stabilized soil.
Field strength at 28 days did not meet design criteria, suggesting a safety factor of 2.3.
Strength constants indicate shear resistance angle of 0° and assertive cohesion based on uniaxial compressive strength.

Demonstrates strength characteristics of liquefied stabilized soil as an embankment material, suggesting effective application in narrow sites.

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KURAKAMI et al. (2026) studied this question.

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