Estimation of capacity decrease due to accumulated excess pore pressures around cyclically loaded offshore foundations in sand-Reference-Cited by-同舟云学术

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Estimation of capacity decrease due to accumulated excess pore pressures around cyclically loaded offshore foundations in sand

Published:2024-02 Issue: Volume:294 Page:116733
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Saathoff Jann-Eike,Achmus Martin^ORCID

Funder

Deutsche Forschungsgemeinschaft

Publisher

Elsevier BV

Reference47 articles.

1. Behavior of monopile foundations under cyclic lateral load;Achmus;Comput. Geotech.,2009

2. Numerical method for evaluation of excess pore pressure build-up at cyclically loaded offshore foundations;Achmus;Numerical Methods in Geotechnical Engineering,2018

3. Behaviour of clay subjected to undrained cyclic loading;Andersen,1976

4. Soil Deformations Due to Cyclic Loads on Offshore Structures;Andersen,1978

5. Centrifuge model tests of a gravity platform on very dense sand; II: interpretation;Andersen,1994

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Geotechnical challenges in monopile foundations and performance assessment of current design methodologies;Ocean Engineering;2024-10

2. Derivation of Contour Plots for the Characterization of the Behaviour of Sand under Undrained Loading;Geotechnics;2024-06-04

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