Research Article
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.
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(b) |
(c) |
(d) |