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低应变反射波法检测桩基技术研究
引用本文:梁万红,李永志,王仁健.低应变反射波法检测桩基技术研究[J].交通标准化,2008(2):69-72.
作者姓名:梁万红  李永志  王仁健
作者单位:1. 韶关市交通工程质量监督站,广东,韶关,512000
2. 深圳高速工程顾问有限公司,广东,深圳,518034
摘    要:低应变反射波法在桩基质量检测中具有检测速率快、效率高的特点,同时其在实际检测过程中也暴露出一定的缺陷,故如何排除影响检测的干扰因素成为低应变法检测桩基质量的重要任务。

关 键 词:低应变反射波法  桩基检测  一维弹性杆件原理  桩基质量
文章编号:1002-4786(2008)02/03-0069-03
修稿时间:2007年12月20

Research on Pile Foundation Detection with Low-strain Reflected Wave
LIANG Wan-hong,LI Yong-zhi,WANG Ren-jian.Research on Pile Foundation Detection with Low-strain Reflected Wave[J].Communications Standardization,2008(2):69-72.
Authors:LIANG Wan-hong  LI Yong-zhi  WANG Ren-jian
Institution:LIANG Wan-hong, LI Yong-zhi, WANG Ren-jian (1.Shaoguan City Traffic Engineering Quality Supervision Engineering Consuhation Co., Station, Shaoguan 512000, China; 2. Shenzhen Expressway Ltd., Shenzhen 518034, China)
Abstract:Because of fast and efficient, low-strain reflected wave is often used in pile foundation detection. At the same time, this technique has some disadvantages during detection. How to exclude interference factors as low-strain reflected wave being used in pile foundation quality detection is an important task.
Keywords:low strain reflected wave  pile foundation detection  one-dimensional elastic rods principle  pile foundation quality
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