首页> 外文期刊>Journal of Applied Geophysics >Multichannel analysis of surface-waves and integration of downhole acoustic televiewer imaging, ultrasonic Vs and Vp, and vertical seismic profiling in an NEHRP-standard classification, South of Concordia, Kansas, USA
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Multichannel analysis of surface-waves and integration of downhole acoustic televiewer imaging, ultrasonic Vs and Vp, and vertical seismic profiling in an NEHRP-standard classification, South of Concordia, Kansas, USA

机译:在美国堪萨斯州康科迪亚南部,采用NEHRP标准分类的表面波多通道分析和井下声讯电视成像,超声Vs和Vp以及垂直地震剖面的集成

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Seismic site characteristics, as pertaining to earthquake hazard reduction, are a function of the subsurface elastic moduli and the geologic structures. This study explores how multiscale (surface, downhole, and laboratory) datasets can be utilized to improve "constrained" average V-s30 (shear-wave velocity to a 30-meter depth). We integrate borehole, surface and laboratory measurements for a seismic site classification based on the standards of the National Earthquake Hazard Reduction Program (NEHRP). The seismic shear-wave velocity (V-S30) was derived from a geophysical inversion workflow that utilized multichannel analysis of surface-waves (MASW) and downhole acoustic televiewer imaging (DATI). P-wave and S-wave velocities, based on laboratory measurements of arrival times of ultrasonic-frequency signals, supported the workflow by enabling us to calculate Poisson's ratio, which was incorporated in building an initial model for the geophysical inversion of MASW. Extraction of core samples from two boreholes provided lithology and thickness calibration of the amplitudes of the acoustic televiewer imaging for each layer. The MASW inversion, for calculating Vs sections, was constrained with both ultrasonic laboratory measurements (from first arrivals of Vs and Vp waveforms at simulated in situ overburden stress conditions) and the downhole acoustic televiewer (DATV) amplitude logs. The 1430 calculations enabled categorizing the studied site as NEHRP-class "C" - very dense soil and soft rock. Unlike shallow fractured carbonates in the studied area, S-wave and P-wave velocities at ultrasonic frequency for the deeper intact shale core-samples from two boreholes were in better agreement with the corresponding velocities from both a zero-offset vertical seismic profiling (VSP) and inversion of Rayleigh-wave velocity dispersion curves. (C) 2015 Elsevier B.V. All rights reserved.
机译:与减少地震危险有关的地震现场特征是地下弹性模量和地质结构的函数。这项研究探索了如何利用多尺度(地表,井下和实验室)数据集来改善“受约束的”平均V-s30(剪切波速度到30米深度)。我们将钻孔,地表和实验室测量结果整合在一起,以根据美国国家地震减灾计划(NEHRP)的标准对地震现场进行分类。地震剪切波速度(V-S30)来自地球物理反演工作流程,该工作流程利用了表面波的多通道分析(MASW)和井下声望器成像(DATI)。基于实验室对超声波信号到达时间的测量,P波和S波速度通过使我们能够计算泊松比来支持工作流,该泊松比被并入到建立MASW的地球物理反演的初始模型中。从两个钻孔中提取岩心样品可为每层声学遥视成像的振幅提供岩性和厚度校准。 MASW反演(用于计算Vs截面)受到超声波实验室测量值(在模拟的原地上覆应力条件下Vs和Vp波形的首次到达)和井下声电视观测器(DATV)振幅记录的约束。 1430年的计算使所研究的地点归类为NEHRP级的“ C”类-非常致密的土壤和柔软的岩石。与研究区域中的浅层裂缝性碳酸盐岩不同,来自两个钻孔的更完整的页岩岩心样品在超声波频率下的S波和P波速度与零偏移垂直地震剖面(VSP)的相应速度更好地吻合。 )和瑞利波速度色散曲线的反演。 (C)2015 Elsevier B.V.保留所有权利。

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