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大直径桩的三维效应
引用本文:杨晓明,程晓东,朱梅林. 大直径桩的三维效应[J]. 山西建筑, 2008, 34(36)
作者姓名:杨晓明  程晓东  朱梅林
作者单位:安徽省高速公路试验检测科研中心,安徽合肥,230601
基金项目:安徽省自然科学基金资助项目
摘    要:提出大直径桩动测存在的三维效应现象,通过合理的假设,建立了大直径桩的三维动测模型,探讨了其动态平衡方程的建立过程,并且对缺陷大直径桩三维效应进行了一些研究,从而避免由于在大直径桩中出现的非对称缺陷而导致误判.

关 键 词:大直径桩  三维动测模型  平衡方程  三维效应

Three-dimensional effects in pile with large diameter
YANG Xiao-ming,CHENG Xiao-dong,ZHU Mei-lin. Three-dimensional effects in pile with large diameter[J]. Shanxi Architecture, 2008, 34(36)
Authors:YANG Xiao-ming  CHENG Xiao-dong  ZHU Mei-lin
Affiliation:YANG Xiao-ming CHENG Xiao-dong ZHU Mei-lin
Abstract:It points out three-dimensional effects is presented in pile with large diameter in this paper,the three-dimensional dynamical testing model is established by rational assuming,and the established process of the dynamical balance equation is discussed,what's more,three-dimensional effects of defect pile with large diameter is studied.Consequently to avoid wrong judgment because of appearing unsymmetrical defeat in large diameter pile.
Keywords:pile with large diameter  three-dimensional dynamical testing model  balance equation  three-dimensional effects
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