Dynamic Mechanical Properties and Failure Mode of Artificial Frozen Silty Clay Subject to One-Dimensional Coupled Static and Dynamic Loads

<div>Schematic of frozen soil under different stress states. (a) Active confining pressure state. (b) One-dimensional coupled static and dynamic loads.</div>

Advances in Civil Engineering

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Figure 2

Figure 2: Dynamic Mechanical Properties and Failure Mode of Artificial Frozen Silty Clay Subject to One-Dimensional Coupled Static and Dynamic Loads 