A constitutive model of unsaturated intact loess was obtained by the generalizing shear stress dividing by the structural parameter increasing monotonously with shear strain.

 
  • 試驗揭示了濕陷性黃土具有剪縮剪脹性,表明應力比與剪縮剪脹應變比之間具有良好的線(xiàn)性關(guān)系;
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