Constitutive model of lime-stabilized laterite considering curing time and softening characteristics

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Veröffentlicht in:	Bulletin of Engineering Geology and the Environment vol. 84, no. 1 (Jan 2025), p. 24
Veröffentlicht:	Springer Nature B.V.
Schlagworte:	China Curing Mechanical properties Soil investigations Plastic deformation Fruits Soil strength Humidity Compressive strength Clay Soil properties Constitutive models Soil mechanics Lime soil stabilization Grain size Soil stabilization Soil improvement Influence Laterites Confining Soil Curing (processing) Moisture content Soil lime Shear strength Soils Soil stresses Optimization Engineering Cement Physical properties Internal friction Tangent modulus Strain Environmental
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