Research Article
Axial Uplift Behaviour of Belled Piers in Coarse-Grained Saline Soils
Figure 5
Failure of belled pier foundation during uplift loading. (a) t = 6.0 h. (b) t = 10.0 h. (c) t = 12.0 h. (d) t = 13.0 h. (e) t = 14.0 h. (f) t = 14.5 h. (g) t = 14.8 h. (h) t = 15.2 h. (i) t = 15.4 h.
(a) |
(b) |
(c) |
(d) |
(e) |
(f) |
(g) |
(h) |
(i) |