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Tensile and shear behavior of rammed earth layers with different rammed pit features: A study based on numerical simulation
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DOI：10.1016/j.culher.2026.04.007.png)
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Abstract
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● Ten double-layer rammed earth models with different RELI morphology were designed. ● Excessively high interface stiffness could severely distort the shear behavior. ● Rammed pits could improve the tensile and shear capacity of rammed earth layers. ● Rammed pit depth had significant effects on both the tensile and shear behavior.
Keywords:
rammed earth
tensile behavior
shear behavior
rammed pit
numerical simulation
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