岩土力学2024，Vol.45Issue(5)：1472-1480,9.DOI:10.16285/j.rsm.2023.0869
软黏土中吸力锚承载特性离心试验研究
Centrifuge modelling of suction anchor subjected to inclined load in soft clay
摘要
Abstract
The loading inclination and mooring point position of a suction anchor are crucial design elements that can alter the failure posture of anchor body,thereby influencing the ultimate bearing capacity.In a centrifugal model test of tensioned suction anchor under displacement control in saturated soft clay foundation,different loading inclinations and mooring point positions were selected.The influence of these factors on the failure posture and ultimate bearing capacity was quantitatively analyzed using a six-degree-of-freedom magnetometer device.It was observed that when the mooring point position was at about 2/3 height of the anchor body,the suction anchor experienced translational failure.However,when the loading inclination angle changed from 35° to 20° at the same mooring point position,the suction anchor exhibited backward tilting failure and the normalized ultimate bearing capacity increased slightly.Even after reaching the ultimate bearing capacity,it still maintained a certain amount of load-bearing capacity margins.On the other hand,when the mooring point position was above 2/3 height of the anchor body,the suction anchor experienced forward tilting failure,leading to a decrease of about 25％in the normalized ultimate bearing capacity,and a significant reduction in the load capacity margin after failure.Regardless of the failure posture,no significant separation of the soil plug from the anchor was observed within the anchor.关键词
离心模型试验/吸力锚/加载倾角/系泊点位置/破坏姿态/极限承载力Key words
centrifugal model test/suction anchor/loading inclination/mooring point position/failure posture/ultimate bearing capacity分类
建筑与水利引用本文复制引用
熊根,付栋康,朱斌,赖莹..软黏土中吸力锚承载特性离心试验研究[J].岩土力学,2024,45(5):1472-1480,9.基金项目
国家自然科学基金项目(No.52279112,No.51890912).This work was supported by the National Natural Science Foundation of China(52279112,51890912). （No.52279112,No.51890912）
