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加劲高压旋喷桩抗拔性能有限元分析
引用本文:杨洋,于广云,安文东,冯建光. 加劲高压旋喷桩抗拔性能有限元分析[J]. 黑龙江科技学院学报, 2009, 19(2): 121-124
作者姓名:杨洋  于广云  安文东  冯建光
作者单位:1. 中国矿业大学,建筑工程学院,江苏,徐州,221008
2. 上海宏波工程咨询管理有限公司,上海,200232
摘    要:为提高水泥土桩的抗拔和抗折能力,主要考虑不同土体和接触面摩擦系数两种因素对加劲桩抗拔性能的影响,通过三维非线性有限元单桩模型,对加劲高压旋喷桩单桩5种方案桩体的抗拔性能进行分析,结果表明:铜管在加劲水泥土桩内承受主要荷载,加劲高压旋喷桩可以满足桩体抗拔和抗折的工程要求,该分析结果对旋喷桩及类似条件下加劲桩的设计和施工具有一定的参考价值。

关 键 词:水泥土桩  有限元  抗拔性能

Finite element analysis on withdrawal resistant property of stiffening soil-cement pile
YANG Yang,YU Guangyun,AN Wendong,FENG Jianguang. Finite element analysis on withdrawal resistant property of stiffening soil-cement pile[J]. Journal of Heilongjiang Institute of Science and Technology, 2009, 19(2): 121-124
Authors:YANG Yang  YU Guangyun  AN Wendong  FENG Jianguang
Affiliation:1.School of Architecture and Civil Engineering;China University of Mining and Technology;XuZhou 221008;China;2.Shanghai Hongbo limited company of consultation and management construction;Shanghai 200232;China
Abstract:Directed at improving the withdrawal resistant and anti-booklet ability of the soil-cement pile,this paper provides an analysis of the withdrawal resistant mechanical property of stiffening high-pressure grouting single pile in 5 different cases,based on the 3-D nonlinear finite single pile model and considering the effect on the contact surface by two main factors: different kinds of soils and friction coefficients.The results indicate that the steel pipe bears the primary load in the stiffening soil-cemen...
Keywords:soil-cement pile  finite element  withdrawal resistant property  
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