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Failure-mitigation strategies and refined force transfer model in column-drilled shaft sockets: A parametric experimental study
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DOI：10.1016/j.engstruct.2026.123437.png)
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Abstract
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• Parametrically evaluates failure modes of column–drilled shaft socket connections (CDSSCs) under lateral cyclic loading across three key design parameters. • Proposes a novel design method incorporating column embedment length and shaft wall thickness to control failure modes. • Achieves highly accurate evaluation of shaft transverse reinforcement tension capacity and demand in CDSSCs. • Develops a force transfer model with a redefined load transfer angle to analyze CDSSCs.
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