Quantifying static and dynamic stiffness anisotropy and nonlinearity in finely laminated shales: Experimental measurement and modeling

被引:0
作者
Ramos M.J. [1 ,2 ]
Nicolas Espinoza D. [3 ]
Laubach S.E. [4 ]
Torres-Verdín C. [3 ]
机构
[1] The University of Texas at Austin, The University of Texas at Austin, Jackson School of Geosciences, 2305 Speedway, Austin, 78712, TX
[2] Department of Petroleum and Geosystems Engineering, 200 E. Dean Keeton St., Austin, 78712, TX
[3] The University of Texas at Austin, Department of Petroleum and Geosystems Engineering, 200 E. Dean Keeton Street, Austin, 78712, TX
[4] The University of Texas at Austin, Bureau of Economic Geology, 10611 Exploration Way, Austin, 78712, TX
来源
Geophysics | 2019年 / 84卷 / 01期
关键词
Anisotropy; Fractures; Nonlinear; Ultrasonic;
D O I
10.1190/geo2018-0032.1
中图分类号
学科分类号
摘要
ABSTRACTSedimentary rocks contain layers and a wide range of microstructures that may produce mechanical complexities including dynamic and quasistatic stiffness anisotropy and nonlinearity. However, most applications in geophysics and geomechanics disregard these mechanical complexities, which can lead to significant error and uncertainty in rock properties and may increase the risk associated with cost-intensive drilling and completions operations in shales. We have conducted simultaneous triaxial stress tests and ultrasonic wave propagation monitoring to measure and model stiffness anisotropy and nonlinearity of Mancos Shale plugs with varying bedding orientations. Results highlight the need for different sets of nonlinear coefficients to describe different stress loading paths, in which isotropic loading exhibits larger increases in stiffness for a given change in mean stress (and strain) than deviatoric loading. The vertical transverse isotropic (VTI) nonlinear model helps to account for the appreciable anisotropy and nonlinearity of Mancos samples, in which the dynamic Young's moduli Eh are more than 25% higher than Ev and Eh increases by approximately 35% during deviatoric stress loading. Measured static moduli are typically less than 50% of their dynamic equivalent and exhibit separate anisotropic and nonlinear relationships. Therefore, we have developed anisotropic stress-dependent dynamic-static transforms to estimate the static moduli from the nonlinear VTI model. Although heterogeneity and discontinuities cause samples to deviate from VTI symmetry, our modified dynamic-static transforms provide an excellent fit to the experimentally measured Young's moduli and Poisson's ratios. Post-test X-ray micro-CT imaging evidences the impact of sample layering and heterogeneity on rock failure and failure geometry. Bedding planes can act as preferential failure planes, whereas layering-induced mechanical stratigraphy can cause fractures to reorient due to changes in lithology. Our combined experimental, modeling, and imaging results provide insight into the complex deformational and failure behavior of shales. The analysis and results also highlight the need to consider the elastic and plastic deformations in shales. © 2019 Society of Exploration Geophysicists.
引用
收藏
页码:MR25 / MR36
页数:11
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