A closed-form solution for kinematic bending of end-bearing piles
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DOI: 10.1016/j.soildyn.2017.09.004
Abstract: Abstract Kinematic soil-pile interaction is indispensable for seismic design of pile foundations and superstructures. The current understanding of kinematic pile bending mostly relies on either continuum approaches, requiring complex numerical calculation or iterative decoupling, or… read more here.
Keywords: end bearing; bearing piles; kinematic bending; bending end ... See more keywords