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利用均震法判别扩腰桩桩身的完整性
引用本文:张良华.利用均震法判别扩腰桩桩身的完整性[J].湖南地质,2000,19(2):137-140.
作者姓名:张良华
作者单位:湖南地质矿产勘查开发局417队!湖南衡阳421001
摘    要:本文阐述了均震动测法检测扩腰桩的方法及原理 ,分析了扩腰模型及工程实例 ,总结了不同质量扩腰桩的波形特征 ,为判别扩腰桩桩身的完整性提供了新思路。

关 键 词:均震动测法  扩腰桩  完整性  桩身

DETERMINATION INTEGRITY OF MIDDLE-ENLARGED PILE USING HOMOGENEOUS VIBRATION
ZHANG,Liang-hua.DETERMINATION INTEGRITY OF MIDDLE-ENLARGED PILE USING HOMOGENEOUS VIBRATION[J].Hunan Geology,2000,19(2):137-140.
Authors:ZHANG  Liang-hua
Abstract:This paper expounds the method and principle of testing the middle-enlarged pile using homogeneous vibration, and analyzes its model and engineer practice, summarizes the wave shape characteristics of the difference qualities middle-enlarged piles, supplies the new ideal for determination integrity of middle-enlarged pile
Keywords:Homogeneous vibration method  Middle-enlarged pile  Integrity  Determination  
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