Research Article
The Liquefaction Behavior of Poorly Graded Sands Reinforced with Fibers
Figure 7
Variation of CSR with the number of cycles considering the effect of fiber ratio (a) FR = 0.25%, (b) FR = 0.50%, and (c) FR = 1% (σ0′ = 100 kPa).
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| (b) |
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