首页 | 本学科首页   官方微博 | 高级检索  
     

Behavior of Pile Groups under Lateral Load
作者单位:Yang Keji,Li Qixin Wang Fuyuan Associate Proferssor,Hehai University,Nanjing Engineer,Hehai University,Nanjing
摘    要:Based on investigation and model tests, and in combination with the research work on group effect for pile groups under lateral loads relating to the code of fixed offshore platforms, a series of studies have been performed on the behavior and failure mechanism of laterally loaded pile groups, critical pile spacing inducing group effect, lateral bearing capacity of pile groups and its main influence factors, the stress-strain relationship for single piles and pile groups and so on. Some new laws about non-uniformity of load distribution in the longitudinal direction of pile groups and load-deflection (p - y) curves for pile groups have been discovered, and an empirical formula is presented in order to remedy the defect of current calculating methods at home and abroad. These results can be used for reference in the design of pile foundation under lateral loads.


Behavior of Pile Groups under Lateral Load
Yang Keji,Li Qixin Wang Fuyuan Associate Proferssor,Hehai University,Nanjing Engineer,Hehai University,Nanjing. Behavior of Pile Groups under Lateral Load[J]. China Ocean Engineering, 1991, 0(2)
Authors:Yang Keji  Li Qixin Wang Fuyuan Associate Proferssor  Hehai University  Nanjing Engineer  Hehai University  Nanjing
Abstract:Based on investigation and model tests, and in combination with the research work on group effect for pile groups under lateral loads relating to the code of fixed offshore platforms, a series of studies have been performed on the behavior and failure mechanism of laterally loaded pile groups, critical pile spacing inducing group effect, lateral bearing capacity of pile groups and its main influence factors, the stress-strain relationship for single piles and pile groups and so on. Some new laws about non-uniformity of load distribution in the longitudinal direction of pile groups and load-deflection (p - y) curves for pile groups have been discovered, and an empirical formula is presented in order to remedy the defect of current calculating methods at home and abroad. These results can be used for reference in the design of pile foundation under lateral loads.
Keywords:lateral load   pile groups   behavior   failure mechanism   bearing capacity   structural foundation
本文献已被 CNKI 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