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Imaging weak zones in the foundation using frequency domain attenuation tomography

机译:使用频域衰减层析成像成像基础薄弱区域

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Cross-hole imaging method using Time Domain (TD) and Frequency Domain (FD) parts of cross-hole radar tomography data acquired using Step Frequency Ground Penetrating Radar (SFGPR) was implemented. This method was adopted for imaging foundation of a dam to check if the foundation was free of geological weak zones. The dam site is characterised by massive and jointed-phyllites associated with major and minor shears. The cross-hole radar tomography data was acquired in the frequency bandwidth of 250. MHz, from the deepest level gallery up to a depth of 40. m in the foundation. In TD, first arrival time and amplitudes of radio waves were inverted using Simultaneous Iterative Reconstruction Technique (SIRT) resulting in velocity and attenuation tomograms. The tomograms showed nearly uniform velocity or attenuation structure in the respective tomographic plane. Subsequently, cross-hole radar tomography data was analysed in FD for a variation of spectrum-amplitude at different frequencies. Amplitudes picked at each single frequency were then inverted using SIRT for obtaining frequency domain attenuation tomogram (FDAT). The FDAT clearly showed presence of anomalous high attenuation zones in the depth range of 23-33. m of the tomographic plane. The anomalous zones in the attenuation tomogram are weak zones in the foundation. To validate the above observations, cross-hole seismic tomography was also done in the same boreholes. Cross-hole seismic tomography results showed low velocity (p-wave) zones around the same location corresponding to the high attenuation zone in FDAT, bringing the dormant weak zone to light. This enabled fine-tuning of the reinforcement design and strengthening the weak zone. This paper discusses the cross-hole radar tomography imaging method, the results of its application in imaging weak zones in the foundation and the comparison of cross-hole radar tomography results (in TD and FD) with the cross-hole seismic tomography results.
机译:实现了利用时频(TD)和频域(FD)部分的跨孔成像方法,该跨孔雷达层析成像数据是使用步进频率地面穿透雷达(SFGPR)获取的。该方法用于大坝基础成像,以检查基础是否没有地质薄弱区域。坝址的特点是大块节理的节理石与大,小剪力有关。跨孔雷达层析成像数据是在250. MHz的频率带宽中获取的,从最深的层廊到地基深度为40. m。在TD中,使用同步迭代重建技术(SIRT)反转无线电波的首次到达时间和幅度,从而得到速度和衰减断层图。层析X射线照片在各自的X射线层析平面上显示出几乎均匀的速度或衰减结构。随后,在FD中分析了跨孔雷达层析成像数据,以了解不同频率下频谱幅度的变化。然后,使用SIRT反转在每个单个频率处采集的振幅,以获得频域衰减断层图(FDAT)。 FDAT清楚地表明在23-33深度范围内存在异常高衰减区。断层平面的m。衰减断层图中的异常区域是基础中的薄弱区域。为了验证上述观察结果,还在相同的钻孔中进行了跨孔地震层析成像。跨孔地震层析成像结果显示,与FDAT中的高衰减区域相对应的同一位置附近的低速(p波)区域,使处于休眠状态的薄弱区域显露出来。这样就可以对钢筋设计进行微调并加强薄弱区域。本文讨论了跨孔雷达层析成像方法,在基础薄弱区域成像中的应用结果,以及跨孔雷达层析成像结果(TD和FD)与跨孔地震层析成像结果的比较。

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