Results 11 to 20 of about 209 (182)

Vertical and horizontal dynamic response of suction caisson foundations

open access: yesStudia Geotechnica et Mechanica, 2023
In this article, the dynamic response of suction caisson foundations is studied using a three-dimensional finite element model with an absorbing boundary. The adopted formulation is based on the substructuring method. This formulation has been applied to
Bouneguet Soumia   +2 more
doaj   +1 more source

Model tests on penetration and extration of modified suction caissons in clay

open access: yesYantu gongcheng xuebao, 2020
A series of model tests are conducted to investigate the installation and extraction behavior of the modified suction casson(MSC) embedded in marine clay by taking the MSC dimensions, shear strength of clay and installation method into account.
LI Da-yong 1, 2, WANG Dong-lin 1, ZHANG Yu-kun 1, GAO Yu-feng 3
doaj   +1 more source

Simulation of suction caisson foundations under uplift load considering strain softening and rate effect of clay

open access: yesShenzhen Daxue xuebao. Ligong ban, 2023
It is of great significance to study the uplift bearing characteristics of suction caisson foundations for the safe service performance of offshore tension leg platform (TLP) and multi-leg wind turbine.
DAI Jialin   +4 more
doaj   +1 more source

Nonlinear 3D finite element analysis of suction caisson-tower-soil system subjected to horizontal earthquake excitation

open access: yesInternational Journal of Naval Architecture and Ocean Engineering, 2022
Suction caissons are widely used as a promising alternative foundation for offshore structures under variable offshore environments. In this paper, a three-dimensional finite-element model which takes into account soil inelasticity was used to study the ...
Shili Ma   +3 more
doaj   +1 more source

Failure envelope considering the ultimate tensile capacity of suction caissons in sand

open access: yesSoils and Foundations, 2023
Little analytical work has been done to elucidate the ultimate capacity of suction caissons under vertical tensile (V), lateral (H), and moment (M) loads in soils.
Hiroyoshi Hirai
doaj   +1 more source

The Seepage and Soil Plug Formation in Suction Caissons in Sand Using Visual Tests

open access: yesApplied Sciences, 2020
The rapid development of offshore wind energy in China is becoming increasingly relevant for movement toward green development. This paper presents the results of visual tests of a suction caisson used as foundation for offshore wind turbines.
Liquan Xie, Shili Ma, Tiantian Lin
doaj   +1 more source

Study of bearing characteristics of combined suction caisson foundation

open access: yesShuili Shuiyun Gongcheng Xuebao, 2018
Based on the application background of the suction caisson foundation in bridge engineering, a numerical simulation method is used to investigate the bearing performance of the combined suction caisson foundation, and the number and spacings of caissons ...
YANG Jian, LI Bing, DU Jie
doaj   +1 more source

Suction caissons for wind turbines

open access: yes, 2005
Suction caissons may be used in the future as the foundations for offshore wind turbines. We review recent research on the development of design methods for suction caissons for these applications. We give some attention to installation, but concentrate on design for in-service performance.
Houlsby, Guy T.   +2 more
openaire   +3 more sources

Serviceability of suction caisson founded offshore structures

open access: yesProceedings of the Institution of Civil Engineers - Geotechnical Engineering, 2016
Suction caissons have recently been considered as a cost-effective alternative to conventional foundations for offshore met masts and wind turbines. Such foundation arrangements are suitable for applications within water up to 20 m deep. Most offshore structures have stringent serviceability limits imposed on their design dictating the allowable ...
Cox, JA, Bhattacharya, Subhamoy
openaire   +4 more sources

Suction Caisson Foundations for Offshore Wind Turbines

open access: yesWind Engineering, 2002
This paper outlines a £ 1.5m, three year, research project that commenced during the middle of 2002 to determine a design framework for shallow foundations for offshore wind turbines. The shallow foundations in focus are suction-installed skirted foundations otherwise known as suction caissons (Houlsby and Byrne, 2000). There are eight distinct themes
Byrne, B, Houlsby, G, Martin, C, Fish, P
openaire   +2 more sources

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