Controlling differential settlement between new and existing piles in bridge widening with a computational DOE–RSM approach

Unlocking the sustainability potential of existing pile foundations, this study addresses the differential settlement induced by new-existing pile interaction during bridge widening. A calibrated numerical model and a three-factor, five-level orthogonal design were used to generate the original L25...

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Autors principals:	Siyu Yin, Zheng Yang, Guan Chen, Siau Chen Chian
Format:	Artigo
Idioma:	Inglês
Publicat:	Elsevier 2026-04-01
Col·lecció:	Developments in the Built Environment
Matèries:	Bridge widening Orthogonal design Response surface methodology Leave-one-out cross-validation Settlement differential
Accés en línia:	http://www.sciencedirect.com/science/article/pii/S2666165926001018
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