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灌注桩高应变法现场测试技术问题浅析
引用本文:刘士伟,纪铮,台晓东.灌注桩高应变法现场测试技术问题浅析[J].青岛理工大学学报,2009,30(1).
作者姓名:刘士伟  纪铮  台晓东
作者单位:1. 青岛市建筑科学研究所有限责任公司,青岛,266012
2. 青岛市城阳区审计局,青岛,266101
摘    要:在现场测试时,桩头处理、传感器安装、桩垫使用、合理起吊重锤、锤击等几个环节的细节问题,对高应变测试灌注桩准确性有很大的影响.笔者通过分析上述几个环节对测试结果的影响,提出正确的处理措施,能够使高应变测试灌注桩获得准确性较高的结果.

关 键 词:高应变  灌注桩  现场测试

Discussion on the In-Site Test of Grouting Piles with High-Strain Method
LIU Shi-wei,JI Zheng,TAI Xiao-dong.Discussion on the In-Site Test of Grouting Piles with High-Strain Method[J].Journal of Qingdao Technological University,2009,30(1).
Authors:LIU Shi-wei  JI Zheng  TAI Xiao-dong
Affiliation:1.Qingdao Construction Research Institute Co.Ltd;Qingdao 266012;China;2.Chengyang District Audit Office;Qingdao 266101;China
Abstract:During the high-strain in-place pile test,the accuracy of test results are influenced significantly by many detail steps including the treatment of pile head,the installation of sensors,the application of pile cushion,the appropriate lift of ball breaker and its beating.In this paper,the effect results of these factors are analyzed,and the corresponding treating measures are given.These measures can be used to improve the accuracy of in-site grouting piles test with high-strain method.
Keywords:high-strain test  cast-in-place pile  field measurements  
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