Uplift Bearing Capacity of Transmission Tower Foundation in Reinforced Aeolian Sand Using Simplified Model Tests

Figure 8

Schematic diagram of the interaction between factors A and B under different displacements: (a) 12 mm, (b) 22 mm, (c) 52 mm, and (d) 82 mm.

(a)

(b)

(c)

(d)