Research Article
Design and Performance of Concrete Pile Strengthened with Lengthened Steel-Tube Core: Model Tests and Numerical Simulations
Figure 24
Stress distribution at the completion stage of vertical loading for pile (a) 0#, (b) 1#, (c) 2#, (d) 3#, (e) 4#, and (f) 4’#.
(a) |
(b) |
(c) |
(d) |
(e) |
(f) |