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Advances in Civil Engineering
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2018
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Article
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Fig 8
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Research Article
A Simplified Nonlinear Method for a Laterally Loaded Pile in Sloping Ground
Figure 8
Pile behavior under the horizontal load,
Q
0
= 50 N: (a) horizontal displacement; (b) rotation; (c) bending moment; (d) shear force.
(a)
(b)
(c)
(d)