Integrated characterization methods for cuttability assessment of hard rock after hydraulic fracturing

IF 2.8 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS
Dan Ma, Wentao Hou, Qiang Li, Jinghong Yan, Quanhui Liu, Louyan Shen
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引用次数: 0

Abstract

Hydraulic fracturing can effectively improve the cuttability of hard rock and provide a novel approach for the non-explosive mechanized mining within hard rock. Considering the hydraulic-mechanical coupling, a hydraulic fracturing numerical model was developed based on the industrial-scale discrete element method in this study. The effects of Young's modulus, shear modulus, water pressure, cohesion, density and porosity on the number of cracks and the peak cutting force during hydraulic fracturing were examined. The results demonstrate that crack evolution exhibits three distinct stages under different influencing factors, including a rapid growth stage, a steady growth stage, and a slow growth stage. Four main controlling factors significantly impact the effectiveness of hydraulic fracturing: Young's modulus, shear modulus, water pressure, and cohesion. Additionally, the functional relationship between the number of cracks, peak cutting force, and the main controlling factors was established, and the weights of the four main controlling factors in the crack evolution process were determined. Consequently, an integrated characterization method for the peak cutting force after hydraulic fracturing was developed. The verification results demonstrate that the mean absolute percentage error calculated by the proposed integrated characterization method for peak cutting force ranges from 1.91 to 2.05%, indicating that the proposed method exhibits a high level of calculation accuracy. Finally, a calculation method for cutting indexes was proposed, and then a classification table for hard rock's cuttability was established. This study provides a theoretical basis for mechanized mining assisted by hydraulic fracturing techniques for hard rock cutting.

Abstract Image

Abstract Image

水力压裂后硬岩可切削性综合表征方法研究
水力压裂可有效提高硬岩的可切削性,为硬岩内非爆炸机械化开采提供了一条新途径。考虑水力-力学耦合,建立了基于工业规模离散元法的水力压裂数值模型。考察了杨氏模量、剪切模量、水压、黏聚力、密度和孔隙率对水力压裂裂缝数和峰值切削力的影响。结果表明:在不同的影响因素下,裂纹演化表现为快速扩展阶段、稳定扩展阶段和缓慢扩展阶段;四个主要控制因素显著影响水力压裂效果:杨氏模量、剪切模量、水压和黏聚力。建立了裂纹数、峰值切削力与主要控制因素之间的函数关系,确定了裂纹演化过程中四个主要控制因素的权重。在此基础上,建立了水力压裂后峰值切削力的综合表征方法。验证结果表明,所提出的峰值切削力综合表征方法计算的平均绝对百分比误差在1.91 ~ 2.05%之间,表明所提出的方法具有较高的计算精度。最后,提出了切削指标的计算方法,建立了硬岩可切削性分类表。该研究为水力压裂技术辅助开采硬岩提供了理论依据。
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来源期刊
Computational Particle Mechanics
Computational Particle Mechanics Mathematics-Computational Mathematics
CiteScore
5.70
自引率
9.10%
发文量
75
期刊介绍: GENERAL OBJECTIVES: Computational Particle Mechanics (CPM) is a quarterly journal with the goal of publishing full-length original articles addressing the modeling and simulation of systems involving particles and particle methods. The goal is to enhance communication among researchers in the applied sciences who use "particles'''' in one form or another in their research. SPECIFIC OBJECTIVES: Particle-based materials and numerical methods have become wide-spread in the natural and applied sciences, engineering, biology. The term "particle methods/mechanics'''' has now come to imply several different things to researchers in the 21st century, including: (a) Particles as a physical unit in granular media, particulate flows, plasmas, swarms, etc., (b) Particles representing material phases in continua at the meso-, micro-and nano-scale and (c) Particles as a discretization unit in continua and discontinua in numerical methods such as Discrete Element Methods (DEM), Particle Finite Element Methods (PFEM), Molecular Dynamics (MD), and Smoothed Particle Hydrodynamics (SPH), to name a few.
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