Results 51 to 60 of about 152 (145)

Model Tests on Influence Factors on the Pullout Behavior of Suction Caisson in Stratified Soils

Advances in Civil Engineering
As offshore wind power constructions expand into deep waters, suction caissons have gradually become the preferred foundation. The controlled load of the suction caisson for the deep-water wind turbine is the pullout load.
Lunbo Luo, Zhi Li, Jianhao Zheng, Jinhe Chen, Dayong Li, Yinhua Ou   +5 more
doaj   +1 more source

Centrifugal Test Study on the Vertical Uplift Capacity of Single-Cylinder Foundation in High-Sensitivity Marine Soil

Journal of Marine Science and Engineering
Offshore wind power is a new type of clean energy with broad development prospects. Accurate analysis of the uplift capacity of offshore wind turbine foundations is a crucial prerequisite for ensuring the safe operation of wind turbines under complex ...
Mingzhe Wei, Yanghui Ye, Wei Zhao, Zehao Wang, Fuhao Ge, Tingkai Nian   +5 more
doaj   +1 more source

HUMAN RIGHTS IN A GLOBAL WORLD: RACIALISATION AND RELIGION IN RATHLEF'S DIE MOHRINN ZU HAMBURG AND ZIEGLER'S DIE MOHRINN1

German Life and Letters, Volume 78, Issue 1, Page 49-75, January 2025.
Abstract In Rathlef's and Ziegler's plays the need for human rights becomes tangible through the seemingly Other, disrupting the quotidian order of the (bourgeois) realm. The plays explore racial premises placed in close relationship with intertextual correlates, in particular bourgeois tragedies where the female protagonists embody complex moral ...
Claudia Nitschke
wiley   +1 more source

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

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  

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

Journal 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, Jacob D. R. Bordón, Luis A. Padrón   +2 more
doaj   +1 more source

Experimental and Numerical Simulation Study on the Evolution Mechanism of Soil Plugging Effect of Pipe Piles

Advances in Civil Engineering, Volume 2025, Issue 1, 2025.
To tackle the issue of relying solely on one research approach and the inadequate examination of the elements influencing the soil plug effect during the penetration of pipe piles, this study combines experimental modeling with numerical simulations. Through these approaches, we explore the formation and progression of the soil plug, delving into its ...
Sifeng Zhang, Chaonan Wang, Wei Fan, Jianyong Han, Qian Liu, Guozhang Ren, Loke Kok Foong   +6 more
wiley   +1 more source

Design considerations of suction caisson foundations for offshore wind turbines in Southern China

Applied Ocean Research, 2020
Abstract Suction caisson foundations are increasingly considered as a foundation solution for offshore wind farm development in China. This paper outlines the design considerations for developing a suction caisson supported jacket solution for an offshore wind farm in Southern China. Geotechnical analyses for four major aspects, ultimate limit state (
Liu, Bo, Zhang, Youhu, Ma, Zhaorong, Andersen, Knut H, Jostad, Hans Petter, Liu, Donghua, Pei, Aiguo   +6 more
openaire   +2 more sources

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

Journal 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, Xuan Liu, Mayao Cheng, Maozhu Peng, Jie Yang   +4 more
doaj   +1 more source

Bearing Capacity of Skirted Suction Caissons Under Vertical Loading in Sand

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  

Bearing mechanism of innovative pile-bucket foundations for offshore photovoltaic systems in soft clay under combined loading

Scientific Reports
This study investigates the bearing behavior of a pile-bucket composite foundation in marine soft clay under combined vertical, horizontal, and moment (V-H-M) loading, with direct application to offshore photovoltaic systems deployed in shallow-water ...
Guanghui Yu, Kaifang Fan, Changsheng Gao, Xun Zhu   +3 more
doaj   +1 more source