Research Article
Effect of Pile-Soil Relative Stiffness on Deformation Characteristics of the Laterally Loaded Pile
Figure 7
Comparison of bending moment in fine and coarse sand, (a) 2.1D dry sand, (b) 6D dry sand, (c) 2.1D saturated sand, and (d) 6D saturated sand.
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| (b) |
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| (d) |