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首页> 外文期刊>Journal of geophysics and engineering >Inherent transversely isotropic elastic parameters of over-consolidated shale measured by ultrasonic waves and their comparison with static and acoustic in situ log measurements
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Inherent transversely isotropic elastic parameters of over-consolidated shale measured by ultrasonic waves and their comparison with static and acoustic in situ log measurements

机译:超声波测量固结页岩的固有横观各向同性弹性参数及其与静态和声学原位测井的比较

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摘要

In terms of elastic anisotropy, sedimentary shales may be considered to have transverse symmetry. Experimentally determining the five independent elastic constants required for this case remains challenging. This paper proposes the use of ultrasonic waves in determination of the five constants. Arrays of specially constructed transducers with different modes of vibration were mounted on samples trimmed from natural cores to measure ultrasonic P-waves and S-waves along the horizontal, vertical and 45°-inclination axes on the samples. The elastic constants calculated from these wave velocities were compared to those determined from static tests and acoustic in situ logs. The static tests included drained triaxial compression and confined torsion tests. The acoustic logs were conducted in an open hole using monopole compressional and dipole shear transmitters and receivers. It was found that the elastic constants determined by the static tests were much lower than those determined from the ultrasonic tests and acoustic logs. Discrepancies among the elastic constants determined from these three different methods are discussed and explained.
机译:就弹性各向异性而言,沉积页岩可被认为具有横向对称性。通过实验确定这种情况所需的五个独立的弹性常数仍然具有挑战性。本文提出了使用超声波确定五个常数的方法。将具有不同振动模式的特殊构造的传感器阵列安装在从天然岩心修整的样品上,以沿着样品的水平,垂直和45°倾斜轴测量超声波P波和S波。将根据这些波速计算出的弹性常数与根据静态测试和原声测井所得的弹性常数进行比较。静态测试包括排水三轴压缩和局限扭力测试。声学测井在裸眼中使用单极压缩和偶极剪切发射器和接收器进行。发现由静态测试确定的弹性常数远低于由超声测试和声学测井确定的弹性常数。讨论和解释了从这三种不同方法确定的弹性常数之间的差异。

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