Combined Influences of Water Content and Coarse Grain Content on Shear Strength of Unsaturated Soil Mixture

Abstract

An interlayer existed between the ballast layer and subgrade in the conventional railway substructure. Considering that the shear strength τ of the interlayer soil was influenced by the changes in the ballast grain content and water content, this aspect was explored in the present study. Monotonic triaxial tests were fulfilled, which considered five coarse grain contents fv and three water contents of fine soil wf. The results showed that the growth in fv contributed to an increment in τ of the soil mixture under both saturation and unsaturation. Conversely, in previous studies, the growth of fv induced an increment in τ under saturation, but a decline in that under unsaturation. This was explained by the competing influences of fv and suction ψ: in previous studies, increasing fv induced a decline in the dry density of the fine soil fraction ρd–f, which contributed to a decline in ψ. When the negative influence of declining ψ outweighed the positive influence of the incrementing fv, the τ of the soil mixture decreased. Meanwhile, modelling of the τ–ψ relationship in the soil mixture with varying fv was performed. This proposed model was examined using the test results from both the present and previous studies, which shows its reasonably good performance.

Effect of Freeze–Thaw Cycles on the Shear Strength of Root-Soil Composite

“…After five freeze-thaw cycles, the soil cohesion, c, decreased by 51.9%, 53%, and 56.3% for the bare soil with w i = 32%, 36%, and 40%, respectively. The decrease in soil cohesion, c, gradually increased with the increase in moisture content [28][29][30][31]. The change in the soil internal friction angle, φ, by freeze-thaw cycles was not obvious.…”