Changliang Wu , Hongjian Zhu , Yiwen Ju , Zongquan Hu , Yanjun Lu , Ali Raza , Jianchao Cai
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引用次数: 0
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.
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.