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首页> 外文期刊>Journal of Civil Engineering and Management >VERTICAL CAPACITY OF BUCKET FOUNDATIONS IN UNDRAINED SOIL
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VERTICAL CAPACITY OF BUCKET FOUNDATIONS IN UNDRAINED SOIL

机译：不排水土壤中桶形基础的竖向承载力

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摘要

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 horizontal forces inducing a large overturning moment. Field tests on bucket foundations were performed to gain insight into the vertical load response of bucket foundations in clay soils. The field tests were accompanied by finite element numerical simulations in order to provide a better understanding of the parameters influencing bucket foundation behaviour.
机译：传统上，海上风力涡轮机结构基于重力混凝土基础或单桩。桶形基础是为海上石油和天然气工业开发的，现已用于风力涡轮机的建设中。在这种应用中，载荷的特征在于细长的结构和水平力共同导致的大倾覆力矩，从而产生垂直载荷。对桶形基础进行了现场测试，以了解粘土基础中桶形基础的竖向荷载响应。现场测试伴随有限元数值模拟，以便更好地了解影响铲斗基础特性的参数。

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