Horizontal dynamic behavior of partially embedded pile groups in layer cross-anisotropic poroelastic saturated soils under lateral cyclic and axial coupling loadings-Reference-Cited by-同舟云学术

Horizontal dynamic behavior of partially embedded pile groups in layer cross-anisotropic poroelastic saturated soils under lateral cyclic and axial coupling loadings

Published:2023-08 Issue: Volume:281 Page:114803
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Yang Shuai,Jia Mincai

Funder

Tongji University

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference26 articles.

1. Analysis of an axially loaded pile in saturated multi-layered soils with anisotropic permeability and elastic superstrata;Ai;Comput. Geotech.,2018

2. Time-dependent analysis of axially loaded piles in transversely isotropic saturated viscoelastic soils;Ai;Eng. Anal. Bound. Elem.,2019

3. Performance of vertically loaded pile group embedded in layered transversely isotropic saturated viscoelastic soils;Ai;Eng. Anal. Bound. Elem.,2020

4. Time-dependent response of laterally loaded piles and pile groups embedded in transversely isotropic saturated viscoelastic soils;Ai;Comput. Geotech.,2020

5. Laterally loaded piles and pile groups partially embedded in transversely isotropic fractional viscoelastic saturated soils;Ai;Eng. Anal. Bound. Elem.,2023

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. The Calculation Method for the Horizontal Bearing Capacity of Squeezed Branch Piles Considering the Plate–Soil Nonlinear Interaction;Applied Sciences;2023-12-13

2. Time-dependent transient response of piles partially embedded in layered viscoelastic saturated cross-anisotropic soils using a fractional-order Merchant model;Applied Ocean Research;2023-12