Dynamic Lateral Response of the Partially-Embedded Single Piles in Layered Soil

Dynamic Lateral Response of the Partially-Embedded Single Piles in Layered Soil

Scouring can reduce the strength and rigidity of the pile–soil system and become one of the major causes for the failure of the structure of the partially-embedded single pile. The stratification of the soil fields has a significant influence on the internal force and deformation of laterally-loaded...

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Bibliographic Details
Main Authors:	Jianjun Ma, Shujuan Han, Xiaojuan Gao, Da Li, Ying Guo, Qijian Liu
Format:	Article
Language:	English
Published:	MDPI AG 2022-01-01
Series:	Applied Sciences
Subjects:	partially-embedded single pile layered soil modified Vlasov foundation model scour effect finite difference method Green’s function method
Online Access:	https://www.mdpi.com/2076-3417/12/3/1504

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