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串联板锚内部配置对其嵌入特性的影响研究OA

Effect of internal configuration on embedment behavior of tandem plate anchors

中文摘要英文摘要

通过一系列拖曳试验,系统地研究了串联板锚内部配置对其嵌入行为的影响.重点探讨了前后锚的连接方式、锚间距以及内部板锚的具体类型(双拖曳锚串联、双法向承力锚串联、拖曳锚与法向承力锚串联)对嵌入轨迹和安装承载力的影响.研究结果表明:锚眼-锚板连接可提升埋深与安装承载力;前后锚间距不小于锚板宽度3倍可减弱干涉效应;以前锚为拖曳锚、后锚为法向承力锚的串联布置表现出最佳性能,其最大安装承载力可达对应单锚承载力之和的1.3倍.本研究可为深水系泊系统中串联板锚的优化设计与工程应用提供理论参考.

This study systematically investigates the effects of internal configurations of tandem plate anchors on their embedment behavior through a series of drag embedment tests.Particular emphasis is placed on evaluating how the connection type between the front and rear anchors,the inter-anchor spacing,and the specific types of plate anchors involved(tandem drag-embedment anchors,tandem vertically loaded anchors,and mixed configurations of drag-embedment anchor and vertically loaded anchor(VLA))affect the embedment trajectory and installation bearing capacity.The results indicate that the padeye-to-fluke connection could enhance both embedment depth and installation capacity.An anchor spacing of no less than three times the fluke width effectively mitigated interference effects.Among the tested configurations,the arrangement with a drag embedment anchor as the front anchor and a vertical load anchor as the rear anchor exhibited the best performance,achieving a maximum installation capacity up to 1.3 times the sum of the corresponding single-anchor capacities.This study provides a theoretical reference for the optimal design and engineering application of tandem plate anchors in deep-water mooring systems.

舒爽;管大为;赖莹;陈浩然;张飞

河海大学岩土力学与堤坝工程教育部重点实验室,江苏 南京 210024||河海大学土木与交通学院,江苏 南京 210024河海大学海岸灾害及防护教育部重点实验室,江苏 南京 210024||河海大学港口海岸与近海工程学院,江苏 南京 210024浙江大学建筑工程学院,浙江 杭州 310058河海大学岩土力学与堤坝工程教育部重点实验室,江苏 南京 210024||河海大学土木与交通学院,江苏 南京 210024河海大学岩土力学与堤坝工程教育部重点实验室,江苏 南京 210024||河海大学土木与交通学院,江苏 南京 210024

建筑与水利

串联板锚内部配置黏土嵌入轨迹安装承载力

tandem plate anchorinternal configurationclayembedment trajectoryinstallation bearing capacity

《岩土工程学报》 2026 (10)

2076-2085,10

国家自然科学基金项目(52408360)中央高校基本科研业务费专项资金项目(B250201025)This work was supported by the National Natural Science Foundation of China(Grant No.52408360)and the Fundamental Research Funds for the Central Universities(Grant No.B250201025).

10.11779/CJGE20250691

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