Research Article
The Liquefaction Behavior of Poorly Graded Sands Reinforced with Fibers
Figure 4
Variation of CSR with the number of cycles considering the effect of fiber length (a) FL = 6 mm and (b) FL = 12 mm (WO: without fibers, FR: fiber ratio, Dr = 30%, and σ0′ = 100 kPa).
| (a) |
| (b) |