4.5 Article

Cross-anisotropic stiffness characteristics of a compacted lateritic clay from very small to large strains

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Small strain shearmodulus and damping ratio of two unsaturated lateritic sandy clays

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Summary: Resonant column tests were conducted to study the influence of suction on the shear modulus and damping ratio of compacted lateritic sandy clays from Ghana and Nigeria. The results showed that the effects of suction were more significant for GL compared to NL, attributed to the presence of smaller aggregates in GL. Additionally, an increase in suction led to changes in the soil's elastic properties, different from those reported in the literature for other soils.

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