End bearing capacity of a single incompletely end-supported pile based on the rigid plastic finite element method with non-linear strength property against confining stress

Autor: Tamboura, Hamidou Hamadoum, Isobe, Koichi, Ohtsuka, Satoru
Zdroj: In Soils and Foundations August 2022 62(4)
Databáze: ScienceDirect