CO2 phase fluctuation-induced topological damage enhances shale strength

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Changliang Wu , Hongjian Zhu , Yiwen Ju , Zongquan Hu , Yanjun Lu , Ali Raza , Jianchao Cai
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Abstract

Pressure drops and low-temperature fracture zones readily induce CO2 phase-state transitions, significantly affecting methane recovery and storage safety. This study conducted a series of CO2 phase-transition erosion experiments coupled with triaxial cyclic loading-unloading tests under temperature-confining pressure (T-Pc) conditions. Key findings include: (1) Shale structural discontinuity is exacerbated by cyclic CO2 phase transitions under loading, which cause physicochemical damage. As a result, the macroscopic mechanical characteristics and damage variables (quantified by dissipated energy and stiffness degradation) become disconnected. We show that, contrary to the conventional assumption that damage always weakens materials, the controlled damage distribution can counterintuitively improve mechanical performance. (2) To appropriately define damage evolution, we created a multiscale spatial-structure complexity evolution model (DT) based on the inherent nature of damage: the geometric complexity evolution of structural defects. The dynamics of damage progression are accurately quantified by this model. The system produces enough microdefects to induce distributed damage when DT exceeds 0.67, which enhances fatigue resistance. (3) A higher phase-transition frequency concurrently decreases permeability (P2 < 0.0469 μm2) and increases porosity (P1 > 6.65 %). This reduces pore connection and promotes the spread of distinct micro-defects within the spatial structure of shale. Paradoxically, macroscopic mechanical characteristics are significantly improved by such intensified damage. (4) A fundamental shift in the mechanism of shale damage is induced by cyclic loading with CO2 phase transitions (15 h/cycle). Our results reveal that static damage parameters are insufficient for predicting macroscopic mechanical responses. Importantly, the spatial configuration of internal damage patterns is the major factor driving macroscopic strength evolution in rocks.
CO2相波动引起的拓扑损伤提高了页岩的强度
压降和低温裂缝区容易诱发CO2相态转变,严重影响甲烷的开采和储存安全。在温度-围压(T-Pc)条件下进行了一系列CO2相变侵蚀试验,并结合三轴循环加卸载试验。主要研究结果如下:(1)在载荷作用下,CO2循环相变加剧了页岩结构的不连续性,造成了页岩的物理化学损伤。结果,宏观力学特征和损伤变量(通过耗散能量和刚度退化量化)变得脱节。我们的研究表明,与损伤总是削弱材料的传统假设相反,控制损伤分布可以反直觉地提高机械性能。(2)为了更好地定义损伤演化,基于损伤的内在属性——结构缺陷的几何复杂性演化,建立了多尺度空间-结构复杂性演化模型(DT)。该模型准确地量化了损伤发展的动力学过程。当DT值超过0.67时,系统产生足够的微缺陷引起分布损伤,增强了系统的抗疲劳性能。(3)相变频率越高,磁导率越低(P2 <;0.0469 μm2),增加孔隙度(P1 >;6.65%)。这减少了孔隙连接,促进了页岩空间结构中不同微缺陷的扩散。矛盾的是,这种强化损伤显著改善了宏观力学特性。(4) CO2相变(15 h/循环)诱发了页岩破坏机制的根本性转变。结果表明,静态损伤参数不足以预测宏观力学响应。重要的是,内部损伤模式的空间形态是驱动岩石宏观强度演化的主要因素。
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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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