Advances in Civil Engineering / 2012 / Article / Fig 3

Research Article

Liquefaction Mitigation Using Lateral Confinement Technique

Figure 3

Variation of the liquefaction time with cell geometry at different stress.
538274.fig.003a
(a) σ = 15 kPa
538274.fig.003b
(b) σ = 30 kPa
538274.fig.003c
(c) σ = 60 kPa