Numerical study on stress paths in grounds reinforced with long and short CFG piles during adjacent rigid retaining wall movement

Categoría del artículo: Original Study

Publicado en línea: 31 mar 2022

Páginas: 38 - 52

Recibido: 19 abr 2021

Aceptado: 19 oct 2021

DOI: https://doi.org/10.2478/sgem-2021-0029

Palabras clave

CFG pile, composite foundation, cushion, load-sharing ratio, retaining wall, excavation

© 2022 Bantayehu Uba Uge et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.