Triaxial Shear Behavior of a Gravelly Sand with Different Forms of Reinforcement

<div>Deviatoric stress versus axial strain curves under different reinforcement forms. (a) <i>σ</i><sub>3</sub> = 50 kPa, (b) <i>σ</i><sub>3</sub> = 75 kPa, and (c) <i>σ</i><sub>3</sub> = 100 kPa.</div>

Advances in Civil Engineering

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Figure 4

Figure 4: Triaxial Shear Behavior of a Gravelly Sand with Different Forms of Reinforcement 