高温高压真三轴加载条件下花岗岩变形破坏的能量演化规律研究

    ENERGY EVOLUTION MECHANISMS IN GRANITE DEFORMATION AND FAILURE UNDER HIGH-TEMPERATURE AND HIGH-PRESSURE TRUE TRIAXIAL LOADING CONDITIONS

    • 摘要: 渤海盆地深部埋深超过4000 m的潜山储层具有广阔的勘探开发前景。但其开发面临极端地质环境挑战:地层温度高达200 ℃,地应力可达90~120 MPa。在如此高的温度和压力条件下,储层岩石变形破坏行为的变化规律与浅层明显不同,特别是三向应力和高温耦合条件下岩石变形破坏的能量演化机制尚不清楚。针对该问题,本研究利用自研的高温高压真三轴试验系统,模拟深部储层温压条件(最高温度200 ℃,最大围压200 MPa),系统探究了温度与应力对花岗岩力学特性及能量演化规律的影响。实验选取了泰2灰黑色花岗闪长岩作为储层岩石的替代试验样品,获得了最大5700 m埋深高温高压条件下岩石的应力-应变曲线,并利用高能加速器CT对实验后样品进行了扫描,重点分析了岩石变形破坏全过程的能量演化规律。结果表明在较低应力水平下,温度升高导致岩石破坏所需的输入能和耗散能显著增加,延性增强;而在高地应力条件下,温度升高反而降低了岩石破裂所需能量,表现为脆性增强。岩石破裂所需总能量随主应力水平的增大呈近似线性增长趋势,有显著的脆-延转换趋势。此外,中间主应力增加会导致岩石脆性增强,但对能量的影响与深度有关:在4000 m条件下,中间主应力的增大使得输入能和耗散能略微增加;但在5700 m条件下,随着中间主应力的增加,输入能与耗散能反而呈现减小趋势。本文揭示了温度、应力以及中间主应力对变形破坏特征及能量演化规律的复杂影响规律,可为渤海盆地深部潜山储层的安全高效钻井与开发提供了重要的实验数据支撑和理论依据。

       

      Abstract: The deep buried hill reservoirs in the Bohai Basin, with burial depths exceeding 4000 m, represent significant targets for exploration and development. However, their exploitation is challenged by extreme geological conditions: formation temperatures can reach 200 ℃, and in-situ stresses range from 90 to 120 MPa. Under such high-temperature and high-pressure environments, the deformation and failure behavior of reservoir rocks differ substantially from that observed at shallower depths. In particular, the energy evolution mechanisms governing rock deformation and failure under true triaxial stress and high-temperature coupling remain inadequately understood. To address this issue, this study employed a self-developed true triaxial testing system capable of simulating deep reservoir conditions (maximum temperature: 200 ℃; maximum confining pressure: 200 MPa) to systematically investigate the effects of temperature and stress on the mechanical properties and energy evolution of granite. Tai-2 gray-black granodiorite was selected as a representative reservoir rock analog. Stress-strain curves were obtained under high-temperature and high-pressure conditions simulating depths of up to 5700 m. Post-experiment samples were scanned using high-energy accelerator CT, with a focus on analyzing energy evolution throughout the rock deformation and failure process. The results indicate that at relatively low stress levels, increasing temperature significantly raises both the input energy and dissipated energy required for rock failure, enhancing ductile behavior. In contrast, under high in-situ stress conditions, elevated temperature reduces the energy required for rock fracture, promoting brittle failure. The total energy required for rock failure increases approximately linearly with rising principal stress levels, exhibiting a notable brittle-ductile transition. Furthermore, increasing the intermediate principal stress enhances rock brittleness, but its effect on energy consumption is depth-dependent: at 4000 m depth, a higher intermediate principal stress slightly increases both input and dissipated energies; however, at 5700 m depth, increasing the intermediate principal stress leads to a decrease in both input and dissipated energies. This study elucidates the complex coupled effects of temperature, stress, and intermediate principal stress on deformation characteristics and energy evolution, providing crucial experimental data and theoretical support for the safe and efficient drilling and development of deep buried hill reservoirs in the Bohai Basin.

       

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