Results 61 to 70 of about 347 (172)

Influence of Foundation–Soil–Foundation Interaction on the Dynamic Response of Offshore Wind Turbine Jackets Founded on Buckets

open access: yesJournal of Marine Science and Engineering
This study investigates the impact of soil–structure interaction (SSI) and foundation–soil–foundation interaction (FSFI) on the dynamic behaviour of jacket substructures founded on buckets for offshore wind turbines.
Carlos Romero-Sánchez   +2 more
doaj   +1 more source

A numerical analysis of reverse fault rupture-suction caisson interaction

open access: yes, 2022
This paper presents the results of numerical simulations, which allow for the description of the interaction mechanism of a tripod suction caisson foundation with reverse fault rupture.
Ibsen, Lars Bo   +2 more
core  

Capacity of grillage foundations under horizontal loading [PDF]

open access: yes, 2012
Grillage foundations are an alternative to solid surface mudmats for supporting seabed infrastructure, offering improved hydrodynamic performance and savings in foundation material.
Egborge, R.   +10 more
core   +1 more source

Analysis of Influence Factors on Cyclic Bearing Behaviors of Skirted Suction Caissons

open access: yes工程科学与技术, 2018
The suction caisson can be used in offshore wind farms. Due to the long-term horizontal cyclic loadings caused by wind, waves and currents, the offshore wind turbine foundation is required to provide high horizontal bearing capacity and limit the ...
Lingyun FENG, Dayong LI
doaj  

Evaluation of Soil–Structure Interface Models Considering Cyclic Loading Effect

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, Volume 48, Issue 17, Page 4257-4273, 10 December 2024.
ABSTRACT The simulation of the soil–structure interface (SSI) under cyclic loading is critically important in geotechnical engineering. Numerous studies have been conducted to explore the cyclic behaviors exhibited at the SSI. However, existing model evaluations primarily rely on direct comparisons between experiments and simulations, with limited ...
Hai‐Lin Wang   +3 more
wiley   +1 more source

Influence of Seabed Scouring on the Bearing Capacity of Suction Caisson Foundations of Offshore Wind Turbines

open access: yesJournal of Marine Science and Engineering
Local scour around suction caisson foundations has emerged as a significant geotechnical hazard for offshore wind turbines as developments extend into deeper waters.
Zhuang Jin   +4 more
doaj   +1 more source

Vertical Loading on Suction Caisson Foundation

open access: yes, 2014
This paper collects two articles presented for long Master’s Thesis project in Structural and Civil Engineering. In the article “Laboratory Setup for Vertically Loaded Suction Caisson Foundation in Sand and validation of Responses”, testing rig and ...
Manzotti, Elia
core  

Vertical transient loading of a suction caisson in dense sand [PDF]

open access: yes, 2014
peer reviewedSuction caissons are hollow cylinders open towards the bottom currently used as anchors for deep water offshore facilities. They recently turned out to be advantageously exploited as foundation for offshore wind turbines in shallow water ...
Charlier, Robert   +8 more
core   +1 more source

Bearing Capacity of Skirted Suction Caissons Under Vertical Loading in Sand

open access: yes工程科学与技术, 2015
:To increase the bearing behavior of conventional suction foundation,a modified type of the suction caisson,named as skirted suction caisson,was studied by using both the numerical method and model tests.Vertical loading-settlement curves and deformation
李大勇, 黄婷, 翟汉波
doaj  

5MW급 해상풍력발전시스템용 Suction Caisson 하부구조물 적합성 연구

open access: yes, 2011
MasterFoundation plays an important role in the offshore wind turbine system. Different from conventional foundations, the suction caisson is proven to be economical and reliable. In this work, three-dimensional finite element method is used to check the
김용천
core  

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