Mechanical properties and damage evolution characteristics of composite rock mass with prefabricated fractures

IF 2.8 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Computational Particle Mechanics Pub Date : 2024-02-26 DOI:10.1007/s40571-024-00719-w
Hukun Wang, Jun Hu, Zhiguo Xia, Chengwei Liu, Bin Yang, Bing Chen, Linbin Zhang, Xinrong Wang
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Abstract

In this study, the influence of fractures on the mechanical properties and cracking behavior of composite rock mass was investigated by preparing rock-like specimens of composite rock mass with different dip angles of fractures using customized molds. The failure process of the sample was recorded using a camera, and the rock failure process analysis technology was used for quantitative investigation of the mechanical mechanism of crack evolution during the loading process of the sample. Based on the experimental results, the crack propagation and coalescence modes of fractured composite rock mass were analyzed, and the distribution laws of contact force chain and maximum principal stress during initial crack initiation were studied from the microscopic perspective. The results show that with the increase in fracture dip angle, when the fracture is located in hard rock, the peak strength of the specimen decreases first, then increases and then decreases. When the fracture is located in both soft rock and hard rock, the peak strength of the specimen is mainly controlled by the fracture in soft rock. The initial crack mainly occurs at the tip of the soft rock fracture, and then converges with the cracks developed at the end of the hard rock fracture through the interface. The crack propagation type and coalescence mode are affected by the joint action of the fracture dip angle and position. In total, eight crack propagation types and six crack coalescence modes were observed during the failure process. The maximum principal stress concentration area is distributed around the fracture and is “butterfly” type. With the increase in fracture dip angle, the maximum principal stress concentration area gets gradually deflected perpendicular to the fracture direction, and does not pass through the interface of soft and hard rocks. The existence of the interface prevents the transmission of stress to a certain extent.

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带有预制裂缝的复合岩体的力学性能和损伤演化特征
本研究利用定制模具制备了具有不同裂缝倾角的复合岩体类岩石试样,研究了裂缝对复合岩体力学性能和开裂行为的影响。使用照相机记录了试样的破坏过程,并利用岩石破坏过程分析技术对试样加载过程中裂纹演变的力学机理进行了定量研究。基于实验结果,分析了断裂复合岩体的裂纹扩展和凝聚模式,并从微观角度研究了初始裂纹萌发过程中接触力链和最大主应力的分布规律。结果表明,随着断口倾角的增大,当断口位于坚硬岩石中时,试样的峰值强度先减小后增大再减小。当断裂同时位于软岩和硬岩时,试样的峰值强度主要受软岩断裂的控制。初始裂缝主要出现在软岩断裂的顶端,然后通过界面与硬岩断裂末端产生的裂缝汇合。裂缝扩展类型和凝聚模式受断裂倾角和位置的共同作用影响。在破坏过程中,共观察到八种裂纹扩展类型和六种裂纹凝聚模式。最大主应力集中区分布在断口周围,呈 "蝶形"。随着断裂倾角的增大,最大主应力集中区逐渐向垂直于断裂方向偏移,并不穿过软硬岩石界面。界面的存在在一定程度上阻碍了应力的传递。
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来源期刊
Computational Particle Mechanics
Computational Particle Mechanics Mathematics-Computational Mathematics
CiteScore
5.70
自引率
9.10%
发文量
75
期刊介绍: GENERAL OBJECTIVES: Computational Particle Mechanics (CPM) is a quarterly journal with the goal of publishing full-length original articles addressing the modeling and simulation of systems involving particles and particle methods. The goal is to enhance communication among researchers in the applied sciences who use "particles'''' in one form or another in their research. SPECIFIC OBJECTIVES: Particle-based materials and numerical methods have become wide-spread in the natural and applied sciences, engineering, biology. The term "particle methods/mechanics'''' has now come to imply several different things to researchers in the 21st century, including: (a) Particles as a physical unit in granular media, particulate flows, plasmas, swarms, etc., (b) Particles representing material phases in continua at the meso-, micro-and nano-scale and (c) Particles as a discretization unit in continua and discontinua in numerical methods such as Discrete Element Methods (DEM), Particle Finite Element Methods (PFEM), Molecular Dynamics (MD), and Smoothed Particle Hydrodynamics (SPH), to name a few.
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