Studying Shear Performance of Flax Fiber-Reinforced Clay by Triaxial Test

Figure 4

(σ₁−σ₃) versus ε₁ of soil with various confining pressure. (a) 0.2% reinforcement, (b) 0.4% reinforcement, (c) 0.6% reinforcement, and (d) 0.8% reinforcement.

(a)

(b)

(c)

(d)