Numerical modeling of the effect of loading rate on the tensile load capacity of offshore caisson foundations-Reference-Cited by-同舟云学术

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Numerical modeling of the effect of loading rate on the tensile load capacity of offshore caisson foundations

Published:2023-09 Issue: Volume:284 Page:115155
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Ayyılmaz B.^ORCID,Ülker M.B.C.^ORCID,Galavi V.,Barari A.^ORCID

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference49 articles.

1. Numerical modeling of the behavior of bucket foundations in sand under cyclic tensile loading;Achmus,2016

2. Determination of friction angles between soil and steel-FRP piles;Aksoy;Turk. J. Sci. Technol.,2018

3. Calibration of a comprehensive hypoplastic model for granular materials;Bauer;Soils Found.,1996

4. Suction caissons in dense sand, part I: installation, limiting capacity and drainage;Bienen;Geotechnique,2018

5. General theory of three-dimensional consolidation;Biot;J. Appl. Phys.,1941

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1. Pullout Response of the Pre-displacement Bladed Anchor in Cohesionless Soil;International Journal of Geosynthetics and Ground Engineering;2024-03-18

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