Evolution of Mechanical Behaviors and Microstructure of Tianjin Binhai Cohesive Soil during Freeze-Thaw Cycles

<div>Relationship between the unconfined compressive strength and the freeze-thaw cycles: (a) stress-strain behavior and (b) peak strength versus freeze-thaw cycles.</div>

Geofluids

fig2

Figure 2

Figure 2: Evolution of Mechanical Behaviors and Microstructure of Tianjin Binhai Cohesive Soil during Freeze-Thaw Cycles 