Results 11 to 20 of about 12,064 (265)
Centrifugal shaking table tests on dynamic response of bucket foundation-sandy soil
Yantu gongcheng xuebao, 2020 In the sites with seismic intensity greater than 7 degrees, liquefaction identification of sandy soil within 15 m is required by the relevant seismic codes.
LIU Run 1, LI Cheng-feng 1, LIAN Ji-jian 1, MA Peng-cheng 2
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Geofluids, 2022 In conjunction with the geological conditions of the East China Sea, the bearing performance of monopile and single-suction bucket foundations is compared and analyzed in shallow and deep-sea conditions under static horizontal loads.
Bin Wang +5 more
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Model Tests on the Penetration Resistance of Bucket Foundations for Offshore Wind Turbines in Sand
Journal of Marine Science and Engineering, 2020 Driven by the rapid development of offshore wind farms, bucket foundations have come to constitute a very promising form of foundation for offshore wind turbines, mainly owing to their efficient construction.
Hongyan Ding +4 more
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Journal of Marine Science and Engineering, 2022 Tripod bucket jacket foundation is an alternative foundation solution for deep-sea wind farms. This paper analyzes and compares the bearing characteristics of two tripod bucket jacket foundations with different height-diameter ratios, the tripod suction ...
Guilan Wang +4 more
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Scour properties of mono bucket foundation [PDF]
Scour and Erosion, 2016 Field experience proved that the Mono Bucket foundations (MBFs) have good response against scour development. Moreover, the ratio between large diameter (bucket lid) and the small diameter (shaft tower) is the driving parameter for the process of erosion/backfill, like scour protection diameter in the case of scour protected monopiles.
I Stroescu, P Frigaard
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Shuili Shuiyun Gongcheng Xuebao, 2023 To reveal the horizontal bearing characteristics of composite bucket foundation in silty sand, the finite element software is used in this paper, and the numerical model is verified by the results of centrifugal model test.
LI Wenxuan +3 more
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VERTICAL CAPACITY OF BUCKET FOUNDATIONS IN UNDRAINED SOIL
JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT, 2014 Offshore wind turbine structures are traditionally founded on gravity concrete foundations or mono-piles. Bucket foundations were developed for the offshore oil and gas industry and are now being used in wind turbine construction. The loading in this application is characterized by a vertical load due to the slender construction combined with ...
Barari, Amin, Ibsen, Lars Bo
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Numerical analysis of deformation and stability of bucket foundation revetment under backfill loads
Yantu gongcheng xuebao, 2021 Bucket foundation is a new type of structure suitable for offshore soft soil foundation. Combining with the revetment project of Xuwei harbour district of Lianyungang Port, the three-dimensional finite element model for the bucket foundation revetment is
HAN Xun 1, WANG Mo-pan 2, WU Ying-li 1
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Towing Motion Characteristics of Composite Bucket Foundation for Offshore Wind Turbines
Energies, 2019 Composite bucket foundation (CBF) is an environmentally friendly form of offshore wind power foundation. By virtue of the air-floating subdivision structure in the bucket, the foundation has a self-floating characteristic and can allow for long-distance ...
Hongyan Ding +4 more
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Shock and Vibration, 2021 The composite bucket foundation of offshore wind turbines is subjected to a variety of loads in the marine environment, such as horizontal load H, vertical load V, bending moment M, and torque T.
Yuanxu Jing +4 more
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