The Liquefaction Behavior of Poorly Graded Sands Reinforced with Fibers

Figure 3

(a) Development of stress path. (b) Variation of stress path with cyclic axial strain. (c) Pore water pressure ratio with the number of cycles. (d) Cyclic axial strain with the number of cycles for a specimen of fiber-reinforced sand. (e) Cyclic deviatoric stress ratio with the number of cycles for a specimen of fiber-reinforced sand (D_r = 30%, fiber length = 12 mm, fiber ratio = 0.25%, and σ₀′ = 100 kPa).

(a)

(b)

(c)

(d)

(e)