Structural bonding-breakage constitutive model for natural unsaturated clayey soils

DOI10.1007/S10409-010-0375-YzbMath1270.74132OpenAlexW2025415216MaRDI QIDQ362817

Xiao-Ming Qin, Guo-Qing Cai, Cheng-Gang Zhao

Publication date: 30 August 2013

Published in: Acta Mechanica Sinica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10409-010-0375-y

zbMATH Keywords

constitutive modelstructuremicro-mechanism of bonding-breakageunsaturated clayey soils

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Cites Work

• Stress-strain relationship for granular materials based on the hypothesis of best fit
• Modelling of joints and interfaces using the disturbed‐state concept
• Three-dimensional elasto-plastic model for unsaturated compacted soils with different initial densities
• Adaptation of existing behaviour models to unsaturated states: application to CJS model

This page was built for publication: Structural bonding-breakage constitutive model for natural unsaturated clayey soils