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Evaluation of lateral capacity for flexible drilled shafts in cohesionless soils

This study aimed to evaluate and improve the p–y curve method for use in the lateral analysis of flexible circular drilled shafts in cohesionless soils. Onsite circular drilled shaft lateral load test data from all over the world were collected, and the applicability of O’Neill and Murchison's...

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Detalles Bibliográficos
Autores principales:	Chou, Ssu-An, Chen, Yit-Jin, Chiou, Jiunn-Shyang, Topacio, Anjerick, Marcos, Maria Cecilia
Formato:	Online Artículo Texto
Lenguaje:	English
Publicado:	SAGE Publications 2022
Materias:	Conference Collection: IMETI 2021
Acceso en línea:	https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10450611/ https://www.ncbi.nlm.nih.gov/pubmed/35866214 http://dx.doi.org/10.1177/00368504221113195

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