摘要
针对浅埋暗挖大断面市政隧道在上软下硬不均匀地层中开挖引起的邻近桥墩桩基变形和内力变化进行详细分析,从工程实用的角度分析桩基在正常使用极限状态下的使用效应。结合实际案例,采用数值有限元分析方法,对比现场实测数据,总结出了一定的响应规律及研究方法。
In this paper, a detailed analysis of the pile foundation deformation and internal force changes of adjacent bridge piers caused by the excavation of a shallow buried and concealed largesection municipal tunnel in the upper soft and lower hard uneven ground is carried out. From the engineering practical point of view, the analysis of the pile foundation under the limit state of normal use In combination with actual cases, the numerical finite element analysis method is used to compare on-site measured data, and certain response laws and research methods are summarized for engineering cases.
作者
周倩茹
谢勇利
潘春辉
ZHOU Qian-ru;XIE Yong-li;PAN Chun-hui(Shenzhen Integrated Transportation Design Research Institute Co.,Ltd.,518000,Shenzhen,Guangdong,China;Shanghai Municipal Engineering Design Institute(Group)Co.,Ltd.,200438,Shanghai,China)
出处
《建筑技术》
2022年第2期230-234,共5页
Architecture Technology
基金
上海市青年科技启明星计划项目(21QB1404900)。
关键词
浅埋暗挖
隧道
桥梁
桩基
shallow buried excavation
tunnel
bridge
pile foundation