深部地下灾害发生与演化的新认识

Jianguo Wang, Heping Xie, Chunfai Leung, Xiaozhao Li
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引用次数: 0

摘要

编辑们希望突出本期的文章。Boris G.Tarasov的第一篇文章题为“超音速破裂的新物理学”,涉及地下深处地震后破裂潜在发生的新理论的发展。另外两篇文章属于我们的第一个专题“地下深处的灾害演化”。最后两篇文章介绍了类岩石材料的非局部损伤-破裂相场模型,以及通过气驱或水驱进行传质的微胶囊中的气液驱替。这五篇论文确实探讨了深部地下科学与工程的各个方面,并构成了深部地下水基础知识的组成部分。Boris G.Tarasov教授的研究论文《超声速破裂的新物理学》系统总结了他对地下深处(发震深度)扇形结构剪切破裂机制的长期研究成果。这种剪切断裂机制涉及非凡的机械性能和能量传递。基于实验室试验中的新实验证据和地下深部破裂的一些现场监测行为,本文强调了四个重要发现。首先,扇铰链断裂发生在完整的岩石或具有不同机制的预先存在的极其光滑的界面中,表现出异常高的能量供应和释放以及极低的摩擦等特征。其次,扇形结构是代表破裂源的关键元素,由拉伸裂缝形成的岩石板梯队组成。第三,扇形结构具有几乎为零的剪切阻力,放大的剪切应力超过岩石强度,异常高的能量释放,以及为超音速破裂尖端提供能量的新物理特性。最后,在实验室条件下,在极其光滑的界面上观察到了超剪切和超声速破裂。人们普遍提出的一个问题是,“为什么在原位应力如此之高的情况下,裂缝可以在大深度内引发和扩展。”这种超声速破裂的新物理学可以为解决上述问题提供一些启示,并指导研究人员通过非常规地质力学来观察地下深处的行为。这是理解地下深处复杂压裂行为的一次有趣尝试,因此可能有利于开发地下深处科学与工程的知识系统。“深部地下灾害演化”专题的两篇文章分别题为“隧道穿越滑坡区多锚桩地震损伤机理的能量分析”和“高地应力下砂岩的三轴蠕变损伤特征及其工程应用本构模型”。“这些文章探讨了涉及能量转移和耗散的深层地下环境中的灾难发生和演变。这两篇文章分析了地震作用对多锚桩系统和衬砌隧道的局部损伤和整体损伤,重点分析了地面运动与工程活动之间的相互作用。最后两篇论文的标题分别是“类岩石材料的改进相场模型”和“用重建方法在微区模型中进行气液置换的可视化实验研究”。第一篇文章用相场方法研究了复杂应力环境下类岩石材料非局部损伤-断裂本构模型。该模型将塑性应变能和变形非均质性纳入岩石变形分析。第二篇文章主要研究微珠内两相流的传质。通过微尺度实验观察和测量,实现了微气泡流动。这两项研究都探讨了高地壳应力下岩石的变形和破坏机制以及岩石中微流体的传质,从而构成了深部地下科学基础的组成部分。目前的出版数据表明,DUSE发表文章的主题分布不均衡,在覆盖更多地下科学与工程的热门话题方面还有改进的空间。在地质资源勘探/开采领域,大多数文章都与工程地质、地下工程和技术以及环境有关。关于我们使命的问题再次出现:什么是“地下科学与工程”?它的内容和未来的演变应该是什么?我们的期刊应该收录哪些类型的文章?为了回答这些问题,需要全球地下深处的研究和工程界进行合作。社会可以从多方面、多角度探讨这些问题。 DUSE绝对欢迎文章扩展当前地下科学与工程领域和知识。
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New understandings on initiation and evolution of disasters in deep underground

The editors wish to highlight the articles appearing in this issue. The first article, entitled “New physics of supersonic ruptures” by Boris G. Tarasov, concerns the development of a new theory on the potential occurrence of ruptures after deep underground earthquakes. Two other articles belong to our first special theme of “Disaster evolution in deep underground.” The final two articles introduce a nonlocal damage fracture phase-field model for rock-like materials and the gas–liquid displacement in microcleats for mass transfer through gas- or water-driven displacement. These five papers indeed explore various aspects of deep underground science and engineering and constitute an integral component of deep underground fundamentals.

The research paper “New physics of supersonic ruptures” by Professor Boris G. Tarasov systemically summarizes his long-term research outcomes on the shear rupture mechanism of a fan-shaped structure deep underground (at seismogenic depth). This shear rupture mechanism involves extraordinary mechanical properties and energy transfer. Based on new experimental evidence in laboratory tests and some field monitoring behaviors of deep underground ruptures, this article highlights four important findings. First, a fan-hinged rupture occurs in intact rocks or pre-existing extremely smooth interfaces with a different mechanism, which displays such features as abnormally high energy supply and release as well as extremely low friction. Second, a fan-shaped structure is the key element that represents the source of rupture and consists of an echelon of rock slabs formed by tensile cracking. Third, the fan-shaped structure has almost zero shear resistance, amplified shear stress above the rock strength, abnormally high energy release, and new physics of energy supply to the supersonic rupture tip. Finally, super-shear and supersonic ruptures are observed on extremely smooth interfaces in laboratory conditions. A question commonly raised is, “Why a fracture can be initiated and propagated in grand depth where the in situ stress is so high.” This new physics of supersonic ruptures can cast some light on tackling the above question and guide researchers to observe the deep underground behaviors via unconventional geomechanics. This is an interesting attempt to understand the complex fracturing behaviors deep underground and may thus be beneficial for the development of a knowledge system for deep underground science and engineering.

The two articles from the special theme on “Disaster evolution in deep underground” are entitled “Energy-based analysis of seismic damage mechanism of multianchor piles in tunnel crossing landslide area” and “Triaxial creep damage characteristics of sandstone under high crustal stress and its constitutive model for engineering application.” These articles explore the disaster initiation and evolution in deep underground environments involving energy transfer and dissipation. The two articles analyze the local damage and overall damage of seismic effects on a multianchor pile system and a lined tunnel, with the focus placed on the interaction between ground motion and engineering activity.

The final two papers are entitled “A modified phase-field model for rock-like materials” and “visualizing experimental investigation on gas–liquid replacements in a microcleat model using the reconstruction method.” The first article concerns the nonlocal damage fracture constitutive model of rock-like materials under a complex stress environment with the phase-field method. The model incorporates both plastic strain energy and deformation heterogeneity into the rock deformation analysis. The second article focuses on the mass transfer of a two-phase flow within microcleats. The microcleat flow is achieved through microscale experimental observations and measurements. Both studies explore the deformation and failure mechanisms of rocks and the mass transfer of microfluids in rocks under high crustal stress, thus constituting an integral component of deep underground science fundamentals.

The current publication data show that the distribution of subject matter for DUSE-published articles is uneven and there is room for improvement to cover more hot topics in deep underground science and engineering. In the field of exploration/extraction of georesources, most articles are related to engineering geology, underground engineering and technology, and the environment. Questions on our mission arise again: What is “deep underground science and engineering”? What should be its contents and future evolution? What types of articles should be included in our journal? To answer these questions, collaborative efforts are solicited from the deep underground research and engineering community globally. The community can explore these problems from various aspects and different angles. DUSE definitely warmly welcomes articles to expand the current domain and knowledge in deep underground science and engineering.

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Issue Information Two-year growth of Deep Underground Science and Engineering: A perspective Acknowledgment of reviewers A review of mechanical deformation and seepage mechanism of rock with filled joints Issue Information
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