The Liquefaction Behavior of Poorly Graded Sands Reinforced with Fibers

<div>Pore-water pressure ratio (PWP) versus cycle ratio number (<i>N</i>/<i>N</i><sub><i>L</i></sub>) (a) obtained from the results of experiments and (b) obtained by using <i>α</i> coefficients from the model proposed by Polito et al. [<a href="/journals/ace/2018/4738628/#B34">34</a>].</div>

Advances in Civil Engineering

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Figure 14

Figure 14: The Liquefaction Behavior of Poorly Graded Sands Reinforced with Fibers 