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韩聪聪, 沈侃敏, 李炜, 赵苏文, 王靖, 刘君, 孔宪京. 新型组合动力锚安装性能现场试验研究[J]. 岩土工程学报, 2021, 43(9): 1657-1665. DOI: 10.11779/CJGE202109010
引用本文: 韩聪聪, 沈侃敏, 李炜, 赵苏文, 王靖, 刘君, 孔宪京. 新型组合动力锚安装性能现场试验研究[J]. 岩土工程学报, 2021, 43(9): 1657-1665. DOI: 10.11779/CJGE202109010
HAN Cong-cong, SHEN Kan-min, LI Wei, ZHAO Su-wen, WANG Jing, LIU Jun, KONG Xian-jing. Field tests on installation performance of a new hybrid dynamically installed anchor[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(9): 1657-1665. DOI: 10.11779/CJGE202109010
Citation: HAN Cong-cong, SHEN Kan-min, LI Wei, ZHAO Su-wen, WANG Jing, LIU Jun, KONG Xian-jing. Field tests on installation performance of a new hybrid dynamically installed anchor[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(9): 1657-1665. DOI: 10.11779/CJGE202109010

新型组合动力锚安装性能现场试验研究

Field tests on installation performance of a new hybrid dynamically installed anchor

  • 摘要: 动力锚是近年来海洋工程领域发展的一种锚固基础,依靠自身重力势能贯入海床土中,用来锚固浮式结构。本研究针对一种自主研制的新型组合动力锚(板形锚+助推器),在已有室内模型试验和数值模拟的基础上,开展现场大比尺试验(海试)来验证考虑真实环境荷载作用下锚的安装性能,并分别探究了板形锚形状、助推器重量以及组合锚在水中的释放高度对最终沉贯深度的影响。试验结果表明:在风浪流等环境荷载作用下,组合动力锚仍然能成功贯入海床土中,安装结束后锚轴线相对铅垂方向的偏角在8°以内。根据海上试验结果建立了基于锚的总能量的沉贯深度预测方法,可快速预测锚在海床中的最终沉贯深度,以指导工程设计和施工。

     

    Abstract: The dynamically installed anchor (DIA) is a newly developed anchoring foundation applied to ocean engineering, which is installed through gravitational energy and used to secure floating structures. On the basis of the existing laboratory investigation and numerical simulation results, the present study aims to investigate the installation performance of a self-developed hybrid DIA (comprising a plate-shaped anchor and a booster) by performing large-scale field tests (sea trials) with the actual environmental loads taken into consideration. In field tests, the effects of the shape of the plate-shaped anchor, the booster weight, and the release height on the final penetration depth of the hybrid DIA within the seabed are investigated. The results indicate that the present hybrid DIA can successfully penetrate into the seabed, which is largely unaffected by environmental loads including wind, wave and current. After installation, the tilt angle from the central axis of the hybrid DIA to the vertical direction is less than 8°. Moreover, a prediction model based on the total energy of the hybrid DIA is proposed to quickly estimate the final penetration depth of the hybrid DIA, which may provide references for engineering design.

     

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