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The Institute of Theoretical and Applied Mechanics
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Original version of the author's contribution as presented on USB, paper 2885.:
PDF
Nonlinear Soil Resistance of Pile Group Subjected To Load in Different Directions Based on Nonlinear 3D Fem
Miyamoto, Yuji
;
Nakano, Takaharu
The stress on any given pile of a pile group foundation varies during an earthquake because the mechanisms of horizontal soil resistance differ from each other depending [...]
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