Theory and analytical solutions to wellbore problems with hardening/softening Drucker-Prager models

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL International Journal of Rock Mechanics and Mining Sciences Pub Date : 2024-08-23 DOI:10.1016/j.ijrmms.2024.105878
Tuan Nguyen-Sy , Jian Huang , Herve Gross
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Abstract

Recognizing and quantifying the elasto-plastic nature of underground formations is critical for various subsurface operations such as drilling, stimulation, production, injection, and storage. In the case of geological CO2 storage, for instance, it is key to identify storage sites characteristics and pumping parameters that lead to safe and perennial CO2 trapping. In this work, we investigate different rock hardening/softening behaviors with the Drucker-Prager model: cohesion hardening/softening, friction hardening/softening, and their combination, jointed hardening/softening. Our focus is to solve the elasto-plastic deformation analytically in the vicinity of a wellbore. The three hardening/softening formulations predict different mechanical responses and stress-paths for solving the same wellbore problem with excavation. The analytical solutions for 2D axisymmetric problems with different hardening laws are provided in this study and verified with corresponding numerical results. This approach can be used to interpret field observations and calibrate experimental data with more comprehensive models. These new laws are implemented and benchmarked in GEOS, an open-source advanced numerical simulator of subsurface formations. This study enhances our understanding of subsurface rock's elasto-plastic behavior and offer analytical references for interpretating experimental measurements and developing numerical simulations for solving wellbore problems.

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使用硬化/软化德鲁克-普拉格模型解决井筒问题的理论和分析方法
认识和量化地下地层的弹塑性对于钻井、激励、生产、注入和封存等各种地下作业至关重要。以二氧化碳地质封存为例,关键是要确定封存地点的特征和泵送参数,从而实现二氧化碳的安全和长效封存。在这项工作中,我们利用德鲁克-普拉格模型研究了不同的岩石硬化/软化行为:内聚硬化/软化、摩擦硬化/软化以及它们的组合--节理硬化/软化。我们的重点是分析解决井筒附近的弹塑性变形。这三种硬化/软化公式预测了不同的机械响应和应力路径,用于解决带有挖掘的同一井筒问题。本研究提供了具有不同硬化规律的二维轴对称问题的分析解,并用相应的数值结果进行了验证。这种方法可用于解释现场观测结果,并用更全面的模型校准实验数据。这些新定律已在 GEOS(一种开源的地下地层高级数值模拟器)中实施并进行了基准测试。这项研究加深了我们对地下岩石弹塑性行为的理解,为解释实验测量数据和开发数值模拟以解决井筒问题提供了分析参考。
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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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