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Journal of Applied Mathematics
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Journal of Applied Mathematics
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2013
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Article
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Fig 5
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Research Article
Simplified Boundary Element Method for Kinematic Response of Single Piles in Two-Layer Soil
Figure 5
Comparison of amplitude of (a) bending moment profile and (b) shear force profile for two-layer soil (Case 12:
,
,
, and
).
(a)
(b)