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 |
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Zdroj: | In Soils and Foundations August 2022 62(4) |
Databáze: | ScienceDirect |
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