Weakened section detailing for scoured/elevated pile groups in sands toward post-earthquake resilient behavior: Quasi-static tests
Author:
Publisher
Elsevier BV
Subject
Ocean Engineering,Environmental Engineering
Reference40 articles.
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1. Local scour effects on seismic behavior of pile-group foundations in cohesionless soils: Insights from quasi-static tests;Ocean Engineering;2024-11
2. Probabilistic curvature limit states of corroded circular RC bridge columns: Data-driven models and application to lifetime seismic fragility analyses;Earthquake Spectra;2024-07-25
3. Quasi-static tests and numerical simulations of ductile seismic behavior for scoured bridge pile group foundations considering pile uplift;Ocean Engineering;2023-12
4. Quantifying Easy-to-Repair Displacement Ductility and Lateral Strength of Scoured Bridge Pile Group Foundations in Cohesionless Soils: A Classification–Regression Combination Surrogate Model;Journal of Bridge Engineering;2023-11
5. Optimal intensity measure selection and probabilistic seismic demand model of pile group supported bridges in sandy soil considering variable scour effects;Ocean Engineering;2023-10
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