{"title":"Frequency-dependent elastic properties of fracture-induced VTI rocks in a fluid-saturated porous and microcracked background","authors":"Wenhao Wang, Shengqing Li, Junxin Guo, Chengsen Zhang, Wenxing Duan, Yuanda Su, Xiao-Ming Tang","doi":"10.1190/geo2023-0229.1","DOIUrl":null,"url":null,"abstract":"Fractures are widely distributed underground. The stiffness matrix of fractured rocks has been extensively investigated in a fluid-saturated porous background medium. However, the existing stiffness models only incorporated the attenuation mechanism of wave-induced fluid flow (WIFF). For macroscopic fractures, the elastic scattering (ES) of fractures cannot be ignored. To alleviate this issue, a frequency-dependent stiffness matrix model was developed, including the mesoscopic wave-induced fluid flow between fractures and background (FB-WIFF), the microscopic squirt flow, and the macroscopic ES from the fractures. By combining the far-field scattered wavefields of normal incident P and SV waves with the linear slip theory, the dynamic full-stiffness matrices for fracture-induced effective VTI rocks in a fluid-saturated porous and microcracked background were derived. Then, the P, SV, and SH wave velocities and attenuation can be obtained through the Kelvin-Christoffel equation. The results indicate that the FB-WIFF mechanism significantly affects the velocities and attenuation of the P and SV waves, but has nearly no effect on the SH wave, while the squirt flow and ES mechanisms affect the velocities and attenuation of both the P, SV, and SH waves. For validation, the model was compared with existing models and previous experimental ultrasonic data.","PeriodicalId":509604,"journal":{"name":"GEOPHYSICS","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2024-02-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"GEOPHYSICS","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1190/geo2023-0229.1","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Fractures are widely distributed underground. The stiffness matrix of fractured rocks has been extensively investigated in a fluid-saturated porous background medium. However, the existing stiffness models only incorporated the attenuation mechanism of wave-induced fluid flow (WIFF). For macroscopic fractures, the elastic scattering (ES) of fractures cannot be ignored. To alleviate this issue, a frequency-dependent stiffness matrix model was developed, including the mesoscopic wave-induced fluid flow between fractures and background (FB-WIFF), the microscopic squirt flow, and the macroscopic ES from the fractures. By combining the far-field scattered wavefields of normal incident P and SV waves with the linear slip theory, the dynamic full-stiffness matrices for fracture-induced effective VTI rocks in a fluid-saturated porous and microcracked background were derived. Then, the P, SV, and SH wave velocities and attenuation can be obtained through the Kelvin-Christoffel equation. The results indicate that the FB-WIFF mechanism significantly affects the velocities and attenuation of the P and SV waves, but has nearly no effect on the SH wave, while the squirt flow and ES mechanisms affect the velocities and attenuation of both the P, SV, and SH waves. For validation, the model was compared with existing models and previous experimental ultrasonic data.
断裂广泛分布于地下。在流体饱和的多孔背景介质中,人们对断裂岩石的刚度矩阵进行了广泛研究。然而,现有的刚度模型只包含了波诱导流体流动(WIFF)的衰减机制。对于宏观裂缝,裂缝的弹性散射(ES)不容忽视。为了缓解这一问题,我们开发了一种频率相关的刚度矩阵模型,其中包括裂缝与背景之间的中观波致流体流(FB-WIFF)、微观喷射流以及来自裂缝的宏观 ES。通过将法向入射 P 波和 SV 波的远场散射波场与线性滑移理论相结合,得出了在流体饱和的多孔微裂缝背景中裂缝诱导有效 VTI 岩石的动态全刚度矩阵。然后,通过开尔文-克里斯托弗方程可以得到 P 波、SV 波和 SH 波的速度和衰减。结果表明,FB-WIFF 机制对 P 波和 SV 波的速度和衰减有很大影响,但对 SH 波几乎没有影响,而喷射流和 ES 机制则对 P 波、SV 波和 SH 波的速度和衰减都有影响。为了进行验证,将该模型与现有模型和以前的超声波实验数据进行了比较。