A damage-based analytical model to evaluate seepage pressure effect on rock macro mechanical behaviors from the perspective of micro-fracture

IF 4 2区 工程技术 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY International Journal of Damage Mechanics Pub Date : 2024-10-21 DOI:10.1177/10567895241292750
Yuezong Yang, Zhushan Shao, Nannan Zhao, Kui Wu
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Abstract

The deterioration of rock material properties induced by seepage pressure is a serious danger to the stability of geotechnical engineering. The formation and propagation of microcracks is the primary cause of rock macro failure. This work proposes an damage-based analytical model to assess the impact of seepage pressure on the macro mechanical behaviors of rocks from the standpoint of micro fracture. A wing crack model serves as the foundation for the analytical model. This model has taken into account the impact of seepage pressure on the initiation and growth of wing cracks. The constitutive relation is constructed based on the equivalency connection of damage defined by strain and wing crack length. A comparison between the analytical results and the reported experimental data confirms the reasonableness of the analytical model. Investigations are conducted on the relationship between the macro mechanical behavior of rocks and micro fracture under various seepage pressures, confining pressures, and microscopic parameters. The findings demonstrate that the cracks growth is initially steady before becoming unstable. The growing process of wing cracks stops when they connect with one another, and friction between the crack surfaces takes over. The initiation and growth of wing cracks may be aided by the seepage pressure. As the wing crack propagates, the seepage pressure effect initially increases, then decreases, and eventually has practically no impact. The influence of seepage pressure on rock macro mechanical behavior is that with seepage pressure increasing, the initiation stress and peak stress decrease, but the residual stress is basically a constant. The rock micro fracture process is significantly influenced by confining pressures and microscopic factors, which in turn affect the macro mechanical behavior. The study’s findings offer a micro fracture foundation for comprehending how seepage pressure affects the macro mechanical behaviors of rocks.
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基于损伤的分析模型,从微裂缝角度评估渗流压力对岩石宏观力学行为的影响
渗流压力引起的岩石材料性能恶化严重危害岩土工程的稳定性。微裂缝的形成和扩展是岩石宏观破坏的主要原因。本研究提出了一种基于损伤的分析模型,从微裂缝的角度评估渗流压力对岩石宏观力学行为的影响。翼裂缝模型是分析模型的基础。该模型考虑到了渗流压力对翼状裂缝萌发和生长的影响。构成关系是根据应变和翼状裂缝长度定义的损伤等效联系构建的。分析结果与报告的实验数据之间的比较证实了分析模型的合理性。研究了不同渗流压力、约束压力和微观参数下岩石宏观力学行为与微观断裂之间的关系。研究结果表明,裂缝的增长最初是稳定的,随后变得不稳定。翼状裂缝在相互连接后停止生长,裂缝表面之间的摩擦力取而代之。翼裂纹的产生和增长可能受到渗流压力的影响。随着翼状裂缝的扩展,渗流压力效应最初会增大,然后减小,最后几乎没有影响。渗流压力对岩石宏观力学行为的影响是,随着渗流压力的增加,起始应力和峰值应力减小,但残余应力基本保持不变。岩石微观断裂过程受到约束压力和微观因素的显著影响,进而影响宏观力学行为。研究结果为理解渗流压力如何影响岩石的宏观力学行为提供了微观断裂基础。
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来源期刊
International Journal of Damage Mechanics
International Journal of Damage Mechanics 工程技术-材料科学:综合
CiteScore
8.70
自引率
26.20%
发文量
48
审稿时长
5.4 months
期刊介绍: Featuring original, peer-reviewed papers by leading specialists from around the world, the International Journal of Damage Mechanics covers new developments in the science and engineering of fracture and damage mechanics. Devoted to the prompt publication of original papers reporting the results of experimental or theoretical work on any aspect of research in the mechanics of fracture and damage assessment, the journal provides an effective mechanism to disseminate information not only within the research community but also between the reseach laboratory and industrial design department. The journal also promotes and contributes to development of the concept of damage mechanics. This journal is a member of the Committee on Publication Ethics (COPE).
期刊最新文献
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