Research Article

Numerical Study on the Behavior of Square Stiffened Caissons Penetrating into Normally Consolidated Clay

Figure 9

Effect of soil strength on soil movement. (a) Sum/(γ′(b + t)) = 0.42. (b) Sum/(γ′(b + t)) = 4.2. (c) Sum/(γ′(b + t)) = 8.3.
(a)
(b)
(c)