Bearing performance of a novel caisson-plate gravity anchor

沉箱 方位(导航) 地质学 结构工程 岩土工程 工程类 计算机科学 人工智能
作者
Shengjie Rui,Lizhong Wang,Zefeng Zhou,Hans Petter Jostad,Zhen Guo
出处
期刊:Geotechnique [Thomas Telford Ltd.]
卷期号:: 1-35
标识
DOI:10.1680/jgeot.23.00451
摘要

To provide a more reliable shared anchor for floating wind farms, a novel caisson-plate gravity anchor (CGA) is proposed. This design merges the benefits of both gravity anchors and suction caissons. Centrifuge model tests adopting only half of each anchor were carried out to study their bearing performance in sand. Additionally, particle image velocimetry (PIV) analyses were performed to monitor anchor movement and soil displacement. As supplementary data, numerical simulations with an advanced hypoplasticity model were also conducted to reveal the anchor capacity mobilisation mechanism. Findings indicate that the novel CGA possesses a significantly higher bearing capacity compared to standalone caisson or plate designs. By adding a plate above the caisson and increasing its weight, the anchor failure modes may shift from forward rotation to translational movement. Additionally, this adjustment may transition the brittle failure to a more reliable ductile failure. This augmented capacity of the CGA stems from the expanded soil mobilisation region and increased soil stress level in front of the caisson. The proposed CGA provides a promising solution for shared anchors in floating wind farms.
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