横向各向同性岩石水力压裂过程的孔隙力学框架

IF 5.6 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Weihong Yuan, Yang Zhao, Bingyin Zhang
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引用次数: 0

摘要

我们提出了横向各向同性岩石中水力压裂过程的孔隙力学框架。基于混合物理论和连续介质热力学,推导了多孔岩石中固体变形、损伤演化和流体流动耦合过程的守恒定律和有效应力公式。为了模拟横向各向同性岩石中的水力裂缝扩展,采用了最近发展的双相场模型,该模型考虑了岩石基质和沿弱层理面的裂缝起裂。详细介绍了耦合过程的有限元框架为\(u-p-d\)公式,采用先更新位移场和孔隙压力场再更新相场变量的交错数值解格式。然后,我们进行元素级模拟以验证所建议的框架。最后,我们研究了各向同性和横向各向同性岩石的水力压裂过程。研究了顺层面取向、岩石基质与顺层面的强度比、岩石基质强度各向异性水平和构造应力条件对横向各向同性岩石水力裂缝起裂和扩展的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A poromechanical framework for hydraulic fracturing processes in transversely isotropic rocks

We present a poromechanical framework for hydraulic fracturing processes in transversely isotropic rocks. We derive the conservation laws and effective stress formulation for the coupled solid deformation, damage evolution, and fluid flow processes in porous rocks based on the mixture theory and continuum thermodynamics. For the modeling of hydraulic fracture propagation in transversely isotropic rocks, a recently developed double-phase-field model is adopted that considers fracture initiation through the rock matrix and along the weak bedding planes. The finite element framework for the coupled processes is introduced in detail as a \(u-p-d\) formulation, and the staggered numerical solution scheme is adopted that updates the displacement and pore pressure fields first and then the phase-field variables. We then conduct element-level simulations to verify the proposed framework. Lastly, we investigate the hydraulic fracturing processes for both isotropic and transversely isotropic rocks. The impact of bedding plane orientations, strength ratios between the rock matrix and bedding planes, strength anisotropy levels of the rock matrix, and tectonic stress conditions on the initiation and propagation of hydraulic fractures in transversely isotropic rocks are studied.

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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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