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深部裂隙岩体多场耦合理论前沿进展

Developments and frontiers on theory of coupled multi-field processes in deep fractured rock masses

  • 摘要: 深部清洁能源可持续开发利用是我国实现双碳目标的重要途径, 其中深部裂隙岩体多场耦合灾变效应与力学行为调控是深地能源工程增产稳产面临的关键难题之一。深部岩体包含复杂裂隙网络, 在高地应力、高地温、高渗透压、复杂水化学环境等极端赋存条件的耦合作用下, 其物理力学性质较浅部岩体发生了本质性改变, 裂隙岩体变形损伤的内在动力机制更复杂, 多场耦合效应更突出, 工程灾变的不可预测性更显著。系统梳理了深部裂隙岩体多场耦合理论的研究进展, 重点阐述了岩石裂隙在多场耦合条件下的水岩作用机制与渗流传热传质行为, 归纳了多物理场耦合行为测试装备及试验方法的发展。在模拟方法方面, 系统描述了从解析模型到离散裂隙网络模型的发展路径, 强调了耦合参数和非线性本构对于真实反映裂隙岩体非连续、非均匀特性的核心作用, 总结了深部裂隙岩体多场耦合理论的研究进展, 结合典型深地工程案例分析了多场耦合灾变机理与研究现状。最后, 从极端力学行为、超重力物理模拟与人工智能深度融合等前沿方向, 展望了深部裂隙岩体多场耦合研究的未来发展趋势。

     

    Abstract: Sustainable development and utilization of deep clean energy is one of the important guarantees for China to achieve its carbon neutrality and emission peak goals, and catastrophic effects of coupled multi-field processes and their regulation techniques in deep fractured rock masses are the key challenges faced by deep geo-energy projects for increasing and stabilizing production. Deep rock masses contain complex fracture networks, and under the combined effects of extreme conditions such as high ground stress, high ground temperature, high permeation pressure, and complex hydrochemical environments, their physical and mechanical properties have undergone fundamental changes compared to shallow rock masses. As a result, the intrinsic dynamic mechanisms of deformation and damage in deep fractured rock masses are more complex, the effects of coupled multi-field processes are more pronounced, and the unpredictability of engineering catastrophes is increasingly significant. In this paper, the research progress on the multi-field coupling theory in deep fractured rock masses is systematically reviewed. In addition, the water-rock interaction mechanisms and coupled heat transfer and mass transport behaviors in rock fractures under multi-field coupling conditions are highlighted, and the developments in experimental methodologies and equipment for characterizing these coupled multi-physics processes are summarized. Regarding modeling approaches, the evolution from analytical models to discrete fracture network models is systematically described, with the emphasis on the significance of coupling parameters and nonlinear constitutive models in accurately capturing the discontinuous and heterogeneous nature of fractured rock masses. Furthermore, the recent advances in multi-field coupling theory for deep fractured rock masses are summarized, and the catastrophe mechanisms and current research status under multi-field coupling are analyzed through typical deep underground engineering case studies. Finally, future research directions are outlined, focusing on extreme mechanics, hypergravity physical simulation, and deep integration with artificial intelligence.

     

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