蒙特尼地层的各向异性行为和力学特征

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Ali Yaghoubi , Mahendra Samaroo , Maurice B. Dusseault
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引用次数: 0

摘要

本研究通过两组实验研究了阿尔伯塔省蒙特尼地层的岩石力学和各向异性特性:无约束抗压强度试验和三轴压缩试验,并辅以超声波速度测量。通过这些试验,可以计算出动态和静态刚度特性以及汤姆森各向异性参数(ε、δ、γ)。我们的研究结果表明,蒙特尼地层的各向异性较弱,ε值一般低于 0.10,这与其他各向异性较强的页岩层形成了鲜明对比。粘土含量和总有机碳含量较高的样本显示出更明显的各向异性。与动态测量相比,静态测量显示出更高程度的各向异性。调查还探讨了加载和卸载刚度参数,注意到弹性特性较低的岩石试样具有较高的 E 加载-卸载比。这为岩石在激励和开采过程中对应力路径效应的反应提供了重要信息。研究还讨论了其他岩石力学参数,包括泊松比、抗拉强度和脆性。这项研究有助于更全面地了解蒙特尼地层的地质力学和岩石物理行为,有助于储层特征描述以及油气勘探和生产。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Anisotropic behavior and mechanical characteristics of the Montney Formation

This study investigates the rock mechanics and anisotropic properties of the Montney Formation, Alberta, through two sets of experiments: unconfined compressive strength tests and triaxial compression tests, supplemented by ultrasonic wave velocity measurements. These tests enabled the calculation of dynamic and static stiffness properties and Thomsen anisotropy parameters (ε, δ, γ). Our findings reveal that the Montney Formation exhibits weak anisotropy, with ε values generally below 0.10, contrasting with other strongly anisotropic shale formations. Specimens exhibiting higher clay content and total organic carbon levels show more pronounced anisotropy. Static measurements exhibit a higher degree of anisotropy compared to dynamic measurements. The investigation also explored loading and unloading stiffness parameters, noting a higher E loading-to-unloading ratio for rock specimens with lower elastic properties. This provides important information on the rock's response to stress path effects during stimulation and exploitation. The study also discusses other rock mechanics parameters including Poisson's ratio, tensile strength, and brittleness. The research contributes to a more comprehensive understanding of the geomechanical and petrophysical behavior of the Montney Formation, aiding reservoir characterization and hydrocarbon exploration and production.

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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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