Theoretical solutions of laterally loaded fixed-head piles in elastoplastic soil considering pile-head flexural yielding
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DOI: 10.1139/cgj-2018-0593
Abstract: Group piles with a cap under lateral loading behave like fixed-head piles because of the rotational restraint of the pile cap. They are susceptible to flexural yielding at the pile head due to high... read more here.
Keywords: pile head; head piles; flexural yielding; head ... See more keywords