各向异性cjb在无侧压和有侧压压缩条件下的能量释放及相关敏感性分析

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Bin Gong, Yongyi Wang, Yongjun Zhang, Xiaoshuang Li
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引用次数: 0

摘要

柱状节理玄武岩在压缩作用下达到峰值强度(微裂纹能量指数(MCEI))时微裂纹释放的累积能量是理解柱状节理玄武岩力学行为、为监测和加固提供工程策略的重要基础。从构建具有不同设置的详细CJB图像开始,集成了细观尺度损伤力学,随机强度原理和连续介质力学。采用数字图像相关改进的岩石破坏过程分析方法,利用生成的图像建立相应的非均质性数值模型,全面考察无侧压和有侧压(CCWOLP和CCWLP)压缩条件下cjb的受力变形特征、破裂过程和能量变化。然后,研究不同因素对微裂纹数量指数(MCQI)和MCEI的影响,并进行敏感性分析,明确影响关系,识别关键变量。结果表明:在CCWOLP和CCWLP下,岩石均匀性的提高和柱径的增大导致节理处应力集中加剧,加速了MCEI的发生;反之,较高的节理残余强度系数可延缓MCEI的发生。当节理弹性模量较大/未设置二次节理时,试件的MCEI释放时间较晚,且MCEI值较低,与特定柱倾角有关。在CCWOLP下,MCEI的主要敏感变量包括节理本构相关系数、柱径、柱不规则度。而在CCWLP下,岩体约束状态、柱的不规则程度、节理力学特性是影响MCEI的主要敏感变量。相应的拟合模型为指导CJB项目的监测、提升、运作和服务提供了理论基础。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Energy release and related sensitivity analysis of anisotropic CJBs under compression conditions without and with lateral pressure

The cumulative energy released by micro-cracks when columnar jointed basalts (CJBs) attain peak strength (micro-crack energy index (MCEI)) under compression is a crucial foundation for understanding the mechanical behavior of CJBs and informing engineering strategies for monitoring and reinforcement. Beginning with the construction of detailed CJB images owning varied settings, the meso-scale damage mechanics, stochastic strength principle, and continuum mechanics are integrated. Employing the rock failure process analysis method improved by digital image correlation, the related heterogeneity numerical models are established using the generated images, facilitating a comprehensive scrutiny of the force–deformation features, fracture process, and energy change of CJBs exposed to compression conditions without and with lateral pressure (CCWOLP and CCWLP). Then, the effects of different factors on the micro-crack quantity index (MCQI) and MCEI are investigated, and the sensitivity analysis is conducted to clarify the impact relationships and recognize pivotal variables. The results show that under the CCWOLP and CCWLP, the increased rock homogeneity and larger column diameter lead to the intensified stress concentration at joints and accelerate the occurrence of the MCEI. Conversely, the higher residual strength coefficient of joints can delay the MCEI. The specimen, with the greater joint elastic modulus / no secondary joint set, may release MCEI later, and the MCEI value may be lower, hinging on the specific column dip angle. Under the CCWOLP, the dominant sensitive variables for the MCEI comprise joint constitutive correlation, column diameter, column irregularity degree. However, under the CCWLP, the primary sensitive variables regarding the MCEI contain rock mass restraint state, column irregularity degree, joint mechanical property. Additionally, the corresponding fitting models provide theoretical underpinnings for guiding the monitoring, enhancement, functioning, and servicing of CJB project undertakings.

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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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