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-Reference-Cited by-同舟云学术

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

Published:2022-08 Issue:4 Volume:62 Page:101182
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Tamboura Hamidou Hamadoum,Isobe Koichi,Ohtsuka Satoru

Funder

Japan Science and Technology Agency

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference39 articles.

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3. Bishop, R.F., Hill, R. and Mott, N.F., 1945. The theory of indentation and hardness tests. In: Proceedings of the Physical Society, 57, 147–159.

4. Foundations Analysis and Design;Bowles,1996

5. De Weerstand van Paalpunten in Zand;Buisman;De Ingenieur,1935

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