Study on Dynamic Response of Pile Foundation in Elastoplastic Soil Under Horizontal Loads

• Published in: Buildings (Basel) Vol. 14; no. 12; p. 3951
• Main Authors: Gu, Xiaoqing, Shu, Jiaqing, Wang, Yuxuan, Wang, Pengpeng, Zhu, Mingxing
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01.12.2024
• Subjects: Amplitudes; Analysis; Bending moments; Cyclic loads; Differential equations; Dynamic response; Elastoplasticity; Exact solutions; horizontal cyclic load; Load resistance; Mathematical models; Mechanical properties; Numerical methods; Pile bearing capacities; pile bending moment; pile displacement; Pile foundations; plastic height; Soil analysis; Soil bearing capacity; Soil resistance; Soils; Stiffness

The elastoplastic model can more accurately simulate the elastoplastic behavior of soil in the process of loading, so as to determine the soil resistance more accurately, which holds great significance in calculating the bearing capacity of pile foundations. However, the current study has not found...