Research Article

Model Test and Numerical Simulation of the Mudcake Thickness Effect on the Bearing Capacity of Vertically Loaded Single Piles

Figure 6

Change of load and tip resistance of the vertically loaded single pile with time. (a) 0 mm. (b) 0.5 mm. (c) 1.0 mm. (d) 1.5 mm. (e) 2.0 mm.
(a)
(b)
(c)
(d)
(e)