ZHANG Miao, LI Lin, ZHENG Han-bo, et al. Elastoplastic model of structural loess considering influence of saturation[J]. 2025, 46(9): 2816-2824.
DOI:
ZHANG Miao, LI Lin, ZHENG Han-bo, et al. Elastoplastic model of structural loess considering influence of saturation[J]. 2025, 46(9): 2816-2824.DOI: 10.16285/j.rsm.2025.0251.
Elastoplastic model of structural loess considering influence of saturation
Due to its unique composition and fabric characteristics
loess exhibits structural and hydrological sensitivity
with its mechanical properties
including yield stress
shear strength
and deformation characteristics
being closely related to saturation and structural integrity. Considering the influence of saturation on the structural strength of loess
structural parameters such as yield stress
friction strength
and cohesion strength are introduced
and a functional relationship between these parameters and initial saturation was established. An evolution equation for structural parameters during plastic deformation was derived based on the structural degradation characteristics observed in shear deformation of loess. On this basis
the yield function for structural loess was developed by drawing inspiration from the Cambridge model. By taking yield stress and structural parameters as hardening parameters
an elastoplastic constitutive model for loess
accounting for saturation and structural evolution
was proposed using the associated flow rule
and the corresponding constitutive matrix was derived. Based on triaxial consolidation drainage test data for undisturbed Q loess from Dongjiahe Town
Tongchuan City
Shaanxi Province
stress-strain curves under varying confining pressures and saturations were predicted
and the model’s rationality was verified. The results indicate that under low saturation conditions
loess exhibits high structural strength
which decreases significantly after yielding
accompanied by pronounced strain softening characteristics. As soil saturation increases
structural strength and corresponding yield stress decrease
with stress-strain curves becoming less steep
indicating increased plastic deformation and progressively less pronounced softening characteristics. The model effectively captures the relationship between loess structure and initial saturation
enabling a more accurate description of mechanical behavior under varying saturation conditions and reflecting how strain softening characteristics vary with saturation.