Study of dilatancy behaviors of calcareous soils in a triaxial test

Abstract

In this article, the dilatancy of calcareous soil is studied systematically based on triaxial consolidation drainage shear tests, and the difference in dilatancy between calcareous soil and siliceous soil is also investigated. It was found that: ① Calcareous soil experience obvious dilated deformation. Dilatancy tendency increases with increasing related density and decreases with increasing confining pressure. ② The volumetric strain rate initially increases from negative to positive. After it reaches a maximum, there is a small decrease in the volumetric strain rate, but it is still greater than zero, and the stress-strain curves are of softening type. ③ For the same condition, the dilatancy deformation of calcareous sand begins later than that of siliceous sand, and the volume compression before dilatancy is also larger for calcareous sand. ④ The critical state alone cannot accurately describe the entire deformation process of soil, and it is proposed that the phase transformation state be added to the standard method used to assess soil dilatation and contraction. ⑤ Based on the statistical analysis of experimental data, mathematical relationships were established between void ratio, relative density, and effective confining pressure of phase transformation state and critical state, respectively.HighlightsReports results from a well-designed experiment that includes a good amount of samples and data.Effects of relative density and effective confining pressure on deformation mode and mechanical properties of calcareous sand are evaluated.The difference in dilatancy between calcareous sand and siliceous sand was comparedThe phase-transformation state and critical state were compared with the axial strain, volumetric strain and deviatoric stress.Using phase-transformation void ratio and critical void ratio to describe the whole deformation process of calcareous sand is proposed.The mathematical expressions of phase-transformation void ratio and critical void ration were given, respectively.