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高应变动力试桩技术及应用
引用本文:孟达,李旭东,张彤.高应变动力试桩技术及应用[J].鞍山科技大学学报,2000,23(2):129-132.
作者姓名:孟达  李旭东  张彤
作者单位:鞍山钢铁学院木土建筑工程系!辽宁鞍山114002
摘    要:对高应变单桩承载力和高应变法检测桩质量的计算原理进行论述和公式的推导 ,并举例说明对高应变检测桩承载力和检测桩身质量的误差可以满足《规范》要求 ,提出只要认真对待检测的每一个环节 ,提高精确度是可能的 ,同时提出存在的一些问题

关 键 词:高应变  动力试桩  单桩承载力  桩身质量
修稿时间:1999-01-21

The Technique and Application of High Strain Dynamic's Detecting Piles
MENG Da,LI Xu-dong,ZHANG Tong Dept. of Civil & Commmunication Engineering,Anshan Institute of I.& S.Technology,Anshan ,China.The Technique and Application of High Strain Dynamic''''s Detecting Piles[J].Journal of Anshan University of Science and Technology,2000,23(2):129-132.
Authors:MENG Da  LI Xu-dong  ZHANG Tong Dept of Civil & Commmunication Engineering  Anshan Institute of I& STechnology  Anshan  China
Institution:MENG Da,LI Xu-dong,ZHANG Tong Dept. of Civil & Commmunication Engineering,Anshan Institute of I.& S.Technology,Anshan 114002,China
Abstract:This essay not only argues the calculation principles of determining apile bearing capacity and the masstesting with high strain method,but also derivating the relative formulas.It illustrates that the error meets the need of specification and that it's possible to improve the accuracy provided we can treat every one of steps carefully.In the end,it give us some occuring problems.
Keywords:high strain  dynamic's detecting piles  apile bearing capacity  pile quality  
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