浅层严重缺陷桩的识别

总结出基桩结构完整性检测中经常遇到的两种浅层严重缺陷桩信号的特征,提出了浅层严重缺陷桩的力学模型,以及判断浅层严整缺陷桩缺陷位置和程度的方法.对于波浪型的低频振荡信号用单自由度振动理论判断桩身结构完整性,对多阶高频大幅值振荡信号要分别用振动理论和波动理论判断基桩的缺陷性质和缺陷位置.实例证明了所提出的方法的正确性,该方法具有较强的工程实用性.

Identification of the Serious Damage in Superficial Part on Piles

Two kinds of singular signal's characteristics of upper part serious damage piles encountered in the examination of structural integrity of piles are presented. Based on vibration and wave theories, the principle of identifying the existence of the upper part serious damage piles and the method of identifying the damaged positions and severity of piles are worked out. The structure integrity of a pile including damage type and position should be identified by vibration theory of single severity of freedom from its oscillating signs of low frequency,and the damage type and position should be respectively detected by vibration theory and wave theory from the oscillating signs of high frequency. The method is of great practicability in engineering field.