Quasi-Static Test and Lateral Load-Bearing Capacity of a New Grid Pile Foundation for Long-Span Bridges

This study proposes a new form of underground diaphragm wall foundation with hexagonal sections, called the grid pile foundation (GPF), which is used for long-span bridges. To investigate the lateral bearing capacity characteristics of the integrated pile foundation, the quasi-static test as well as...

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Detalhes bibliográficos

Principais autores:	Weiyuan Zhu, Jiaqi Cheng, Yutao Pang, Hongbin An, Junpeng Zou, Jie Ren, Cheng Zhang
Formato:	Artigo
Idioma:	Inglês
Publicado em:	MDPI AG 2024-01-01
coleção:	Applied Sciences
Assuntos:	underground diaphragm wall foundation lateral load capacity quasi-static test numerical simulation
Acesso em linha:	https://www.mdpi.com/2076-3417/14/3/1209
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