首页 | 本学科首页   官方微博 | 高级检索  
     

深基坑支护结构的反演分析与实测研究
引用本文:谢晓健,蒋永生,陈忠范,胡孔国. 深基坑支护结构的反演分析与实测研究[J]. 工业建筑, 2000, 30(3): 12-16
作者姓名:谢晓健  蒋永生  陈忠范  胡孔国
作者单位:东南大学土木工程学院,南京,210018
基金项目:江苏省南京市建委科研项目,9505,
摘    要:结合桩列式钻孔灌注桩加角撑的典型支护结构工程实例,进行了桩身应力和变形的现场实测,采用考虑空间效应和反演方法的整体式支护结构体系的有限元分析理论,提出一整套动态施工模拟方法。通过理论研究与实测结果分析,指出了支护结构设计中的问题

关 键 词:深基坑  支护结构  有限元  反演分析  等值梁
修稿时间:1999-07-12

BACK ANALYSIS AND MONITORING RESEARCH ON THE RETAINING STRUCTURE OF DEEP EXCAVATION
Xie Xiaojian,Jiang Yongsheng,Chen Zhongfan,Hu Kongguo. BACK ANALYSIS AND MONITORING RESEARCH ON THE RETAINING STRUCTURE OF DEEP EXCAVATION[J]. Industrial Construction, 2000, 30(3): 12-16
Authors:Xie Xiaojian  Jiang Yongsheng  Chen Zhongfan  Hu Kongguo
Abstract:Based on the topic retaining structural case which was composed of piles with corner braces,the internal forces and deformations of the pile were monitored.With the finite elements theory taking account of the space effect and back analysis of the whole retaining structural system,a set of construction methods of the dynamic modeling is proposed.Through the theoretical research and the analysis of the measured results,the shortcomings of retaining structural design are pointed out.
Keywords:deep excavation retaining structure finite element back analysis equivalent beam
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号