岩土不确定性对海上风力发电机单桩支护初步设计的影响

IF 1.8 Q2 ENGINEERING, MULTIDISCIPLINARY
C. Reale, J. Tott-Buswell, L. Prendergast
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引用次数: 5

摘要

对清洁可再生能源日益增长的需求,以及缺乏合适的近岸地点,促使海上风电行业转向在更远的近海更深的水域开发更大的风力涡轮机。这给这些系统的地基单桩的岩土工程设计增加了很大的不确定性。土壤测试变得更具挑战性,刚性单桩行为不太确定,设计方法正在应用于最初导出数据集的范围之外。本文研究了某岩土工程不确定性因素对单桩支撑海上风力发电机组单调荷载-位移特性和设计系统固有频率的潜在影响。岩土工程的不确定性考虑了由锥贯试验(CPT)得出的土壤性质的空间变异性、使用刚度指数的参数转换不确定性以及路基反应模型的设计选择。结果表明,CPT特性的空间变异性对单桩设计荷载-位移特性的影响有限,因为在建立离散土壤反力-侧向位移(p-y)模型的过程中,垂直空间变异性往往被平均。这突出了一个潜在的问题,即土壤性质的局部变化可能无法在某些模型中捕捉到。CPT数据的空间变异性对采用路基反力模型方法预测wts系统频率响应有显著影响,其中路基反力模型选择的影响显著。本文的目的是研究土壤数据、模型转换和设计模型选择的不确定性对现有设计方法子集的结果结构行为的影响。值得注意的是,存在显著的进一步的不确定性,并且设计师可以使用各种各样的替代模型,因此应该对结果进行定性解释。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Impact of Geotechnical Uncertainty on the Preliminary Design of Monopiles Supporting Offshore Wind Turbines
The growing demand for clean renewable energy sources and the lack of suitable nearshore sites are moving the offshore wind industry toward developing larger wind turbines in deeper water locations further offshore. This is adding significant uncertainty to the geotechnical design of monopiles used as foundations for these systems. Soil testing becomes more challenging, rigid monopile behavior is less certain, and design methods are being applied outside the bounds of the datasets from which they were originally derived. This paper examines the potential impact of certain elements of geotechnical uncertainty on monotonic load–displacement behavior and design system natural frequency of an example monopile-supported offshore wind turbine (OWT). Geotechnical uncertainty is considered in terms of spatial variability in soil properties derived from cone penetration tests (CPT), parameter transformation uncertainty using the rigidity index, and design choice for subgrade reaction modeling. Results suggest that spatial variability in CPT properties exhibits limited impact on design load–displacement characteristics of monopiles as vertical spatial variability tends to be averaged out in the process to develop discrete soil reaction-lateral displacement (p-y) models. This highlights a potential issue whereby localized variations in soil properties may not be captured in certain models. Spatial variability in CPT data has a noticeable effect on predicted system frequency responses of OWTs employing a subgrade reaction model approach, and the influence of subgrade reaction model choice is significant. The purpose of this paper is to investigate the effect of uncertainty in soil data, model transformation, and design model choice on resulting structural behavior for a subset of available design approaches. It should be noted that significant further uncertainty exists and a wide variety of alternative models can be used by designers, so the results should be interpreted qualitatively.
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来源期刊
CiteScore
5.20
自引率
13.60%
发文量
34
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