Comparison of Sandstone Damage Measurements Based on Non-Destructive Testing

• Published in: Materials 2020-11, Vol.13 (22), p.5154
• Main Authors: Yin, Duohao, Xu, Qianjun
• Format: Article
• Language: English
• Subjects: Accuracy; Acoustic properties; Acoustics; Amplitudes; Computed tomography; Cyclic loads; Damage assessment; Damage detection; Destructive testing; Electrical impedance; Electrical resistivity; Longitudinal waves; Measurement methods; Measurement techniques; Medical imaging; Modulus of elasticity; Nondestructive testing; P waves; Parameters; Permeability; Porosity; Sandstone; Spectrum analysis; Ultrasonic imaging; Ultrasonic testing; Variables; Velocity; Wave attenuation; Wave velocity
• ISSN: 1996-1944; 1996-1944
• DOI: 10.3390/ma13225154

Non-destructive testing (NDT) methods are an important means to detect and assess rock damage. To better understand the accuracy of NDT methods for measuring damage in sandstone, this study compared three NDT methods, including ultrasonic testing, electrical impedance spectroscopy (EIS) testing, computed tomography (CT) scan testing, and a destructive test method, elastic modulus testing. Sandstone specimens were subjected to different levels of damage through cyclic loading and different damage variables derived from five different measured parameters—longitudinal wave (P-wave) velocity, first wave amplitude attenuation, resistivity, effective bearing area and the elastic modulus—were compared. The results show that the NDT methods all reflect the damage levels for sandstone accurately. The damage variable derived from the P-wave velocity is more consistent with the other damage variables, and the amplitude attenuation is more sensitive to damage. The damage variable derived from the effective bearing area is smaller than that derived from the other NDT measurement parameters. Resistivity provides a more stable measure of damage, and damage derived from the acoustic parameters is less stable. By developing P-wave velocity-to-resistivity models based on theoretical and empirical relationships, it was found that differences between these two damage parameters can be explained by differences between the mechanisms through which they respond to porosity, since the resistivity reflect pore structure, while the P-wave velocity reflects the extent of the continuous medium within the sandstone.