Implicit hydromechanical representation of fractures using a continuum approach

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL International Journal of Rock Mechanics and Mining Sciences Pub Date : 2024-09-19 DOI:10.1016/j.ijrmms.2024.105916
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Abstract

Fractures control fluid flow, solute transport, and mechanical deformation in crystalline media. They can be modeled numerically either explicitly or implicitly via an equivalent continuum. The implicit framework implies lower computational cost and complexity. However, upscaling heterogeneous fracture properties for its implicit representation as an equivalent fracture layer remains an open question. In this study, we propose an approach, the Equivalent Fracture Layer (EFL), for the implicit representation of fractures surrounded by low-permeability rock matrix to accurately simulate hydromechanical coupled processes. The approach assimilates fractures as equivalent continua with a manageable scale (≫1 μm) that facilitates spatial discretization, even for large-scale models including multiple fractures. Simulation results demonstrate that a relatively thick equivalent continuum layer (in the order of cm) can represent a fracture (with aperture in the order of μm) and accurately reproduce the hydromechanical behavior (i.e., fluid flow and deformation/stress behavior). There is an upper bound restriction due to the Young's modulus because the equivalent fracture layer should have a lower Young's modulus than that of the surrounding matrix. To validate the approach, we model a hydraulic stimulation carried out at the Bedretto Underground Laboratory for Geosciences and Geoenergies in Switzerland by comparing numerical results against measured data. The method further improves the ability and simplicity of continuum methods to represent fractures in fractured media.

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裂缝控制着晶体介质中的流体流动、溶质传输和机械变形。它们可以通过等效连续体进行显式或隐式数值建模。隐式框架意味着较低的计算成本和复杂性。然而,如何将异质断裂属性提升为等效断裂层的隐式表示仍然是一个未决问题。在本研究中,我们提出了一种方法--等效断裂层(EFL),用于隐式表示被低渗透性岩石基质包围的断裂,以精确模拟水力机械耦合过程。该方法将裂缝同化为尺度可控(≫1 μm)的等效连续体,有利于空间离散化,即使是包括多条裂缝的大型模型也不例外。模拟结果表明,相对较厚的等效连续层(约厘米)可以代表断裂(孔径约 μm),并准确再现水力学行为(即流体流动和变形/应力行为)。由于等效断裂层的杨氏模量应低于周围基体的杨氏模量,因此存在一个杨氏模量上限限制。为了验证该方法,我们在瑞士贝德雷托地球科学与地质能源地下实验室模拟了一次水力压裂,并将数值结果与测量数据进行了对比。该方法进一步提高了连续介质方法表示断裂介质中裂缝的能力和简便性。
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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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