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基桩低应变波速的量值研究
引用本文:杜思义,陈一汉.基桩低应变波速的量值研究[J].郑州大学学报(工学版),2012,33(3):24-27.
作者姓名:杜思义  陈一汉
作者单位:郑州大学 土木工程学院,河南郑州,450001
基金项目:河南省骨干教师资助计划项目(2011873)
摘    要:在应力波反射法测试基桩完整性的过程中,应力波波速是确定桩长和桩身缺陷位置的必要条件,而应力波波速受多种因素影响很难准确定量,这已成为基桩测试技术发展的瓶颈.根据应力波传播的基本原理,结合试验研究,分析了应力波在基桩中传播速度的影响因素,得出了应力波传播波速与混凝土龄期和混凝土强度等影响因素之间的量值关系,并结合工程实际提出了5种确定低应变波速的简便实用方法,以便检测人员更好地控制桩基工程质量.

关 键 词:基桩  低应变测试  应力波波速  桩身完整性

Study on Quantity of Wave Speed in Low Strain Integrety Testing of Foundation Pile
DU Si-yi , CHEN Yi-han.Study on Quantity of Wave Speed in Low Strain Integrety Testing of Foundation Pile[J].Journal of Zhengzhou University: Eng Sci,2012,33(3):24-27.
Authors:DU Si-yi  CHEN Yi-han
Affiliation:(School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China)
Abstract:The stress wave speed is the necessary condition to make sure pile length and pile defects position in low strain integrety testing of foundation pile with the stress wave echo method.Quantifying the stress wave speed is very difficult,because it is affected by multi-factors.This has been the bottleneck in point for developing test technology of foundation pile.In this paper,some factors affecting the stress wave speed were analyzed according to stress wave theroy and experiment results,the quantity relationships of the stress wave speed in pile and time and concrete age were determined.Lastly,five brief methods to quantifying the stress wave speed in pile were presented to control pile quality for test engineers according engineering practice.
Keywords:foundation pile  low strain integrety testing  stress wave speed  pile integrity  
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