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.
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