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Integrated fuzzy lectotype optimization for pile-style foundations of offshore wind turbines
Zhai Gangjun,Li Yugang,Kang Haigui
Strategic Study of CAE 2010, Volume 12, Issue 11, Pages 40-46
Offshore wind energy is one of the most attractive sources of renewableenergy,however, the economics of offshore wind turbines especially foundations are currently challengesBecause of the difficulties met in conception design of offshore wind turbines foundations, a multi-levelwind farm for the lectotype optimization of pile-style foundations.wind turbines foundations.
Keywords: offshore wind turbines pile-style foundation lectotype optimization fuzzy decision
Muhammad Tariq A. CHAUDHARY
Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 1, Pages 275-303 doi: 10.1007/s11709-021-0685-0
Keywords: site effects 1D seismic site response analysis sensitivity analysis foundations shear wave velocity soil
Model testing of tripod caisson foundations in silty clay subjected to eccentric lateral loads
Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 3, Pages 467-476 doi: 10.1007/s11709-023-0933-6
Keywords: tripod caisson foundation silty clay eccentric lateral capacity model tests
LNG-FPSO: Offshore LNG solution
GU Yan, JU Yonglin
Frontiers in Energy 2008, Volume 2, Issue 3, Pages 249-255 doi: 10.1007/s11708-008-0050-1
Keywords: associated-gas LNG-FPSO transportation recovery effective
W.J. Lu,B. Li,J.F. Hou,X.W. Xu,H.F. Zou,L.M. Zhang,
Engineering 2023, Volume 20, Issue 1, Pages 180-191 doi: 10.1016/j.eng.2021.07.028
The Hong Kong–Zhuhai–Macao Bridge (HZMB) involved the installation of 120 mega-cylinders with a diameter of 22 m, weights up to 513 tonnes, and penetration depths up to 33 m using an eight-vibratory hammer group. Due to the lack of engineering experience on the drivability of large-diameter cylinders under multiple vibratory hammers, predicting the penetration rate and time of steel cylinders is an open challenge that has a considerable impact on the construction control of the HZMB. In this study, the vibratory penetration of large-diameter steel cylinders in the HZMB is investigated based on geological surveys, field monitoring, and drivability analysis. The vibratory penetration rate, installation accuracy, and dynamic responses of the steel cylinders at both the eastern and western artificial islands are analyzed. The dynamic soil resistance has a great influence on the cylinder drivability. However, the current design methods for estimating the vibratory driving soil resistance are proven inaccurate without considering the scale effects. Therefore, a modified method with a normalized effective area ratio A¯r,eff is proposed in this study to calculate the vibratory soil resistance for open-ended thin-wall cylinders under unplugged conditions. Considering the scale effects on the vibratory driving soil resistance, the proposed method leads to closer results to the measured data, providing a reference for future engineering practice.
Keywords: Bridge Vibratory pile driving Wave equation analysis Large-diameter steel cylinder Artificial island Offshorefoundations
Sergio A. MARTÍNEZ-GALVÁN, Miguel P. ROMO
Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 1, Pages 67-80 doi: 10.1007/s11709-017-0399-5
Keywords: deep foundations bearing capacity resistant moment structural cell 3D numerical modeling
Investigation of the seismic behavior of grouted sandy gravel foundations using shaking table tests
Tiancheng WANG; Yu LIANG; Xiaoyong ZHANG; Zhihuan RUAN; Guoxiong MEI
Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 9, Pages 1196-1211 doi: 10.1007/s11709-022-0865-6
Keywords: sandy gravel foundation grouting-treated reinforcement shaking table test seismic behavior
Innovative piled raft foundations design using artificial neural network
Meisam RABIEI, Asskar Janalizadeh CHOOBBASTI
Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 1, Pages 138-146 doi: 10.1007/s11709-019-0585-8
Keywords: innovative design piled raft foundation neural network optimization
Development Path of Offshore Drilling Equipment in China
Liu Jian
Strategic Study of CAE 2020, Volume 22, Issue 6, Pages 40-48 doi: 10.15302/J-SSCAE-2020.06.006
China has made achievements in offshore drilling equipment, and it canTo accelerate the development of China’s offshore drilling equipment, this study first analyzesTo clarify the development path of the offshore drilling equipment, China should establish and improvethe standards and specifications regarding offshore drilling rigs; develop different types of deep-water
Keywords: offshore drilling rig deep-water drilling rig development of equipment test sea test
Alipujiang JIERULA, Tae-Min OH, Shuhong WANG, Joon-Hyun LEE, Hyunwoo KIM, Jong-Won LEE
Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 2, Pages 318-332 doi: 10.1007/s11709-021-0715-y
Keywords: pile foundations damage location acoustic emission deep learning damage step
Huali HAN
Frontiers of Engineering Management 2020, Volume 7, Issue 4, Pages 618-621 doi: 10.1007/s42524-020-0142-0
Keywords: renewable energy megawatt offshore wind turbine technology-driven quality improvement
Comparison research on offshore oil and gas development of China and Brazil
Li Huaiyin and Li Hongwei
Strategic Study of CAE 2014, Volume 16, Issue 3, Pages 21-26
Keywords: China Brazil offshore oil and gas offshore engineering technology comparison research suggestions
Gu Weidong
Strategic Study of CAE 2010, Volume 12, Issue 11, Pages 78-82
Keywords: offshore wind power non-grid-connected seawater desalination hydrogen production electrolytic aluminum
Frontiers of Structural and Civil Engineering Pages 1086-1099 doi: 10.1007/s11709-023-0976-8
Keywords: RBF surrogate model turbine support structures
Exploration and practice of offshore oilfield effective development technology
Zhou Shouwei
Strategic Study of CAE 2009, Volume 11, Issue 10, Pages 55-60
Keywords: offshore oil field efficient development heavy oil marginal oil field the optimized fast drilling
Title Author Date Type Operation
Integrated fuzzy lectotype optimization for pile-style foundations of offshore wind turbines
Zhai Gangjun,Li Yugang,Kang Haigui
Journal Article
Influence of site conditions on seismic design parameters for foundations as determined via nonlinear
Muhammad Tariq A. CHAUDHARY
Journal Article
Model testing of tripod caisson foundations in silty clay subjected to eccentric lateral loads
Journal Article
Drivability of Large Diameter Steel Cylinders during Hammer-Group Vibratory Installation for the Hong Kong–Zhuhai–Macao Bridge
W.J. Lu,B. Li,J.F. Hou,X.W. Xu,H.F. Zou,L.M. Zhang,
Journal Article
Assessment of an alternative to deep foundations in compressible clays: the structural cell foundation
Sergio A. MARTÍNEZ-GALVÁN, Miguel P. ROMO
Journal Article
Investigation of the seismic behavior of grouted sandy gravel foundations using shaking table tests
Tiancheng WANG; Yu LIANG; Xiaoyong ZHANG; Zhihuan RUAN; Guoxiong MEI
Journal Article
Innovative piled raft foundations design using artificial neural network
Meisam RABIEI, Asskar Janalizadeh CHOOBBASTI
Journal Article
Detection of damage locations and damage steps in pile foundations using acoustic emissions with deep
Alipujiang JIERULA, Tae-Min OH, Shuhong WANG, Joon-Hyun LEE, Hyunwoo KIM, Jong-Won LEE
Journal Article
Quality and efficiency improvement technology for five megawatt offshore wind turbines and its application
Huali HAN
Journal Article
Comparison research on offshore oil and gas development of China and Brazil
Li Huaiyin and Li Hongwei
Journal Article
Research on the non-grid-connected diverse application of large scale offshore wind power—explorationon changing offshore wind power transmission into product transmission ashore
Gu Weidong
Journal Article
Reliability-based design optimization of offshore wind turbine support structures using RBF surrogate
Journal Article