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悬臂桩的间距布置对基坑支护性能的影响
引用本文:张亚芳,肖昔泽,刘浩,吴庆华.悬臂桩的间距布置对基坑支护性能的影响[J].广州大学学报(综合版),2013(6):15-20.
作者姓名:张亚芳  肖昔泽  刘浩  吴庆华
作者单位:广州大学土木工程学院,广东广州510006
基金项目:广东省科技计划资助项目(2009A030302016,2011B050300019);广东省高等学校高层次人才资助项目(2050205)
摘    要:文章研究不同悬臂桩支护的间距布置对悬臂桩支护性能的影响.通过在实验室条件下的数据采集仪与位移计等设备将实验所采集到的悬臂桩支护模型下基坑的实时位移变形数据输入到计算机,并利用自行研发的基坑工程可视化监测系统3DVMS(3DVisualizedMonitoringSystem),对基坑全模型进行了实时监测,实现了实时预警功能.实验与数值分析结果表明,在实验范围内,悬臂桩对基坑的支护性能随间距的减小而增强,在间距为40mm时支护效果最佳.

关 键 词:悬臂桩  基坑  实时监测

Effects of the spacing of cantilever pile on the supporting performance of excavation
ZHANG Ya-fang,XIAO Xi-ze,LIU Hao,WU Qing-hua.Effects of the spacing of cantilever pile on the supporting performance of excavation[J].Journal of Guangzhou University,2013(6):15-20.
Authors:ZHANG Ya-fang  XIAO Xi-ze  LIU Hao  WU Qing-hua
Institution:( School of Civil Engineering, Guangzhou University, Guangzhou 510006, China)
Abstract:In this paper, it is studied how the spacing layout of the pile bracing affects the retaining perform- ance. Collected from the displacement gauge and other equipment in the laboratory, the real-time data of the displacement and deformation of the foundation pit based on pile bracing system are input into computer, and all models of the foundation pit are monitored in real time by using a 3DVMS (3D Visualized Monitoring System). Experiment and numerical analysis results show that: in the experimental range specified in this paper, the sup- porting pile's performance strengthens with the decrease of the spacing, and reaches its best effect when the spacing is about 40 mm.
Keywords:cantilever pile  excavation pit  real-time monitoring
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