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Ocean Engineering, 2023 Some of the next articles are maybe not open access.
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Computers and Geotechnics, 2021
It is very important to analyze the lateral cyclic response of monopiles for the design of offshore wind turbines (OWTs). A three-dimensional finite element method for lateral cyclic responses of large-diameter monopiles is developed based on a ...
Xinglei Cheng +2 more
exaly +2 more sources
It is very important to analyze the lateral cyclic response of monopiles for the design of offshore wind turbines (OWTs). A three-dimensional finite element method for lateral cyclic responses of large-diameter monopiles is developed based on a ...
Xinglei Cheng +2 more
exaly +2 more sources
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 2023
The API p-y method is widely used in the design of offshore wind turbines (OWTs) monopiles at present. This study systematically evaluates the model uncertainty of the p-y method for OWT monopiles and proposes a two-stage calibration approach for ...
Jiangqin Lin +6 more
semanticscholar +1 more source
The API p-y method is widely used in the design of offshore wind turbines (OWTs) monopiles at present. This study systematically evaluates the model uncertainty of the p-y method for OWT monopiles and proposes a two-stage calibration approach for ...
Jiangqin Lin +6 more
semanticscholar +1 more source
Geomechanics and Geoengineering, 2023
Cross-anisotropy is a typical feature of marine sediments. To explore the monopile-seabed interaction in cross-anisotropic sandy seabed subjected to wave loadings, a hydro-mechanical model is established and the nonlinear monopile-soil contact behaviours
Dagui Tong, C. Liao, Jinjian Chen
semanticscholar +1 more source
Cross-anisotropy is a typical feature of marine sediments. To explore the monopile-seabed interaction in cross-anisotropic sandy seabed subjected to wave loadings, a hydro-mechanical model is established and the nonlinear monopile-soil contact behaviours
Dagui Tong, C. Liao, Jinjian Chen
semanticscholar +1 more source
Centrifuge Modeling of Monotonic and Cyclic Lateral Behavior of Monopiles in Sand
Journal of Geotechnical and Geoenvironmental Engineering - ASCE, 2021This paper presents a program of centrifuge model tests (100g) on the monotonic and cyclic lateral loading behavior of monopiles.
Bin Zhu, Yufeng Gao, Deqiong Kong
exaly +2 more sources
Proceedings of the 2012 (3rd) International Conference on Engineering, Project, and Production Management, 2012
Due to the limitations of locations some of the recently found offshore oil and gas reservoirs, or the proposed locations for some of the offshore wind farms, there is clearly scope for developing foundations that are more efficient. One approach in increasing the lateral load bearing capacity of monopile foundations is the ‘hybrid’ monopile-footing ...
Harry S Arshi, Kevin J L Stone
openaire +1 more source
Due to the limitations of locations some of the recently found offshore oil and gas reservoirs, or the proposed locations for some of the offshore wind farms, there is clearly scope for developing foundations that are more efficient. One approach in increasing the lateral load bearing capacity of monopile foundations is the ‘hybrid’ monopile-footing ...
Harry S Arshi, Kevin J L Stone
openaire +1 more source
Deflection of Monopiles with Collar Caissons
Journal of the Geotechnical Engineering Division, 1981The discovery of small reserves of gas does not, in general economically justify the investment required for construction of conventional offshore platforms. In this context, the development and economic advantages of monopode platforms for drilling and producing gas wells, in water depths of the order of 100 ft (30 m).
Massimo Magni, Alex P. Michalopoulos
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Engineering Geology
An active marine seabed causing scour around monopile foundations has to be addressed as a geological hazard. These structures are often protected with rock armour to prevent foundation failure.
C. Menéndez-Vicente +3 more
semanticscholar +1 more source
An active marine seabed causing scour around monopile foundations has to be addressed as a geological hazard. These structures are often protected with rock armour to prevent foundation failure.
C. Menéndez-Vicente +3 more
semanticscholar +1 more source
, 2020
Large-diameter monopiles supporting offshore wind turbines (OWTs) are subjected to intermittent episodes of cycling and reconsolidation during the lifetime.
Yongqing Lai +3 more
semanticscholar +1 more source
Large-diameter monopiles supporting offshore wind turbines (OWTs) are subjected to intermittent episodes of cycling and reconsolidation during the lifetime.
Yongqing Lai +3 more
semanticscholar +1 more source
Load history idealization effects for design of monopiles in clay
Geotechnique, 2022Evaluation of the characteristic behaviour of clay under cyclic loading is desirable and essential for an optimised monopile design of offshore wind turbines (OWT).
Haoyuan Liu +3 more
semanticscholar +1 more source