Advanced Design of Pile Foundations Under Lateral Loading
Guo, Wei Dong (Hans Innovation Group
Omschrijving
This presents models capturing nonlinear responses of piles subjected to lateral forces. Using a consistent approach with new mathematical models, solutions are presented as closed-form expressions underpinned by the same set of 3-5 measurable input parameters, focusing on mono piles, anchored piles, pile groups, torsional piles, and more.
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