摘要
为分析竖向和水平载荷作用下溜桩对钢管桩承载特性的影响规律,基于理论分析得到的溜桩区间数据,建立考虑溜桩效应的桩-土数值模型。结果显示:当单桩受到竖向载荷时,溜桩减小桩侧摩阻力,溜桩对钢管桩竖向承载力的影响较为显著;当单桩受到水平载荷时,溜桩条件下钢管桩弯矩大于无溜桩条件下的弯矩,说明发生溜桩会导致钢管桩产生更严重的弯曲变形;溜桩条件下的极限土抗力小于无溜桩情况。
In order to analyze the influence of pile sliding on the bearing characteristics of steel pipe piles under vertical and horizontal loads,based on the data of pile sliding obtained from the theoretical analysis,a numerical model of pile-soil considering the effect of sliding condition is established.The results show that:when a single pile is under vertical load,the sliding condition reduces the side friction of the pile,and the influence of the sliding condition on the vertical bearing capacity of the steel pipe pile is more significant;when a single pile is under horizontal load,the bending moment of the steel pipe pile is greater than that under the condition of no sliding condition,indicating that the occurrence of pile sliding will cause more serious bending deformation of the steel pipe pile;the ultimate soil resistance under sliding condition is smaller than that of no sliding condition.
作者
李超杰
库猛
许海波
陈凤云
LI Chaojie;KU Meng;XU Haibo;CHEN Fengyun(Power China Huadong Engineering Corporation Limited,Hangzhou 311100,Zhejiang,China;Zhejiang East China Engineering Consulting Co.,Ltd.,Hangzhou 311100,Zhejiang,China;Ocean College,Zhejiang University,Zhoushan 316021,Zhejiang,China)
出处
《中国海洋平台》
2023年第2期18-22,共5页
China offshore Platform
基金
中国电建集团华东勘测设计研究院有限公司科技项目(编号:KY2020-ZX-31)。
关键词
单桩
溜桩
水平承载力
竖向承载力
数值模拟
single pile
pile sliding
horizontal bearing capacity
vertical bearing capacity
numerical simulation
