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.
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