利用红外辐射研究预孔硬岩断裂响应特征及分形演化规律——对地下工程建设的启示

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Ze-Kun Zhang , Jin-Xing Lai , Zhan-ping Song , Yong-Li Xie , Jun-ling Qiu , Yun Cheng , Le Zhang
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引用次数: 0

摘要

复杂荷载作用下孔的断裂响应特征直接影响地下岩体工程的灾变演化模式,是岩土环境中常见的缺陷。本研究通过单轴压缩试验研究了不同缺陷对岩石力学性能和断裂损伤行为的影响机理,并通过红外辐射技术揭示了不同缺陷下岩石的断裂演化模式。讨论了岩石破碎块的分布特征和分形维数的演化规律,建立了基于块度分形维数的岩石损伤本构模型。根据室内试验结果,对地下工程的施工提出了建议,包括结构设计、支护措施和开挖方法。结果表明,不同的预制缺陷对试件的力学性能和承载性能影响较大。应力集中导致裂纹扩展和贯通,最终影响试样的损伤模式。红外辐射技术可以从温度场的角度灵敏地反映试样损伤过程的异常响应特征。损伤碎片具有明显的分形特征。基于块体分形维数的本构模型能较准确地反映试件的力学性能。实验证明,实验室尺度下的裂缝-损伤演化模型与工程灾害特征高度相似。最后,对地下工程、支护结构和开挖方法的设计提出了有益的建议。本研究将支持理论和实验数据,进一步揭示室内实验对地下工程危害和管理措施演化规律的内生外展机制。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Investigating fracture response characteristics and fractal evolution laws of pre-holed hard rock using infrared radiation: Implications for construction of underground works
As a common defect in geotechnical environments, the fracture response characteristics of holes under complex loading directly affect the catastrophic evolution mode of subsurface rock engineering. In this study, the effect mechanism of different defects on the mechanical properties and fracture damage behavior of rocks was investigated by uniaxial compression test, and the rocks fracture evolution mode with different defects was revealed by infrared radiation technology. The distribution characteristics of rock fragments and the evolution law of fractal dimension were discussed, and a constitutive model of rock damage based on the fractal dimension of lumpiness was established. Based on the results of the indoor tests, recommendations were made for the construction of the underground works, including structural design, support measures and excavation methods. It is shown that different prefabricated defects greatly influence the mechanical properties and load-bearing behavior of the specimens. Stress concentration induces crack extension and penetration and ultimately affects the damage mode of the specimen. The infrared radiation technique can sensitively reflect the anomalous response characteristics of the specimen damage process from the perspective of the temperature field. The damaged fragments have significant fractal characteristics. The constitutive model based on the fractal dimension of the block can accurately reflect the mechanical properties of the specimen. It has been verified that the fracture-damage evolution model at the laboratory scale is highly similar to the characteristics of engineering disasters. Finally, useful recommendations were made for the design of underground works, supporting structures, and excavation methods. This study will support theoretical and experimental data to further reveal the mechanism of endogenous outreach from indoor experiments to the evolutionary patterns of underground engineering hazards and management measures.
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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