Fig. 7
Illustration of QQ’ plot between actual and predicted time-dependent bearing capacity of the concrete pile using models (a) UBC2, (b) UBC7, (c) UBC13, (d) UBC21, (e) UBC24, (f) UBC31, (g) UBC35.
Fig. 7 | Scientific Reports
Illustration of QQ’ plot between actual and predicted time-dependent bearing capacity of the concrete pile using models (a) UBC2, (b) UBC7, (c) UBC13, (d) UBC21, (e) UBC24, (f) UBC31, (g) UBC35.
