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Time frequency domain analysis on shotcrete bonding state using IE-SASW method

机译:使用IE-SASW方法对喷射粘接状态的时间频域分析

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Impact Echo combine with Spectral Analysis of Surface wave (IE-SASW) method is a combination of two nondestructive testing method that has been widely used nowadays. This method is used to evaluate the integrity of concrete structure as well as for the construction quality control with a good accuracy without any structural damages. Impact Echo (IE) was used for detailed nondestructive evaluation whereas Spectral Analysis of Surface Wave (SASW) method was employed for the measurement of the representative P-wave velocity and for the evaluation of concrete quality. In this study, IE-SASW signals were applied to the shotcrete which has been considered the curing time for weathered soil in Malaysia. In experimental study using a slab model, effects of different bonding condition were examined to study the advantage in determining the variation of P-wave velocity for the whole thickness. The IE-SASW nondestructive test was applied to the shotcrete to investigate the bonding state with an advanced signal-processing technique known as Short-time Fourier Transform (STFT). The effect of the bonding state on IE-STFT signal characteristics was obtained through mathematical and experimental studies. This paper represents the analysis of time-frequency domain signals from laboratory studies through simulation of void,debonded and fully bonded conditions applied on the shotcrete. All conditions are considering the curing time and size of impact signals to compare the different thickness of void with the different bonding condition. The effect of bonding state in void condition is that the stress wave is reflected more from the interface between the shotcrete and soil layers due to the gradual increase in the impedance mismatch. Consequently, more entrapped air appear in a certain period in the shotcrete layer, implying that the main frequency components become higher and that the resonance duration becomes smaller. In conclusion, the combination of this technique provide more reliable data interpretation.
机译:冲击回波与表面波的光谱分析相结合(即SASW)方法是两种非破坏性测试方法的组合,其目前已被广泛使用。该方法用于评估混凝土结构的完整性,以及施工质量控制,具有良好的精度,无需任何结构损坏。冲击回波(IE)用于详细的非破坏性评价,而表面波(SASW)的光谱分析用于测量代表性的P波速度和混凝土质量的评价。在本研究中,IE-SASW信号被应用于喷射池,这被认为是马来西亚风化土壤的固化时间。在使用平板模型的实验研究中,检查了不同键合条件的影响,以研究确定整个厚度的P波速度变化的优点。将IE-SASW非破坏性测试应用于喷射仪,以研究具有称为短时傅里叶变换(STFT)的先进信号处理技术的粘合状态。通过数学和实验研究获得键合状态对IE-STF信号特性的影响。本文代表了通过在喷射器上施加的空隙,剥离和完全粘合条件模拟实验室研究的时间频域信号分析。所有条件都在考虑碰撞信号的固化时间和大小,以将不同厚度与不同的粘接条件进行比较。由于阻抗错配的逐渐增加,粘合状态在空隙条件下的影响是压力波被吸收和土壤层之间的更多。因此,比较突出的空气在喷射器层的一定时段中出现,这意味着主频率分量变得更高,并且共振持续时间变小。总之,该技术的组合提供了更可靠的数据解释。

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