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冲击方向影响下"天然"破裂砂岩强度特性研究

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研究冲击方向影响下"天然"破裂砂岩强度特性保障地下工程结构的长效稳定具有重要意义。首先通过双轴压缩模拟试验获取"天然"分布的裂隙,并分析不同围压下裂隙的分布特征;然后,对"天然"分布裂隙进行提取,对其整体旋转0、90°、180°及270°并移植至SHPB(split hopkinson pressure bar)颗粒流数值模型;最后,通过模拟动力加载研究"天然"破裂砂岩的冲击强度与双轴压缩强度、裂隙分布信息、冲击方向等因素之间的对应关系。结果显示:1)当双轴压缩围压较低时,试件滑移面相对清晰;随着围压的增加,滑移面的识别难度加大。2)随着双轴压缩轴压水平及围压的增加,试件冲击强度及其对应的时间基本均呈减小趋势;冲击强度大于20 MPa的试件,其应力-时间曲线在峰前弹性阶段的切线斜率基本一致。3)当冲击方向与双轴压缩最大主应力方向垂直时,裂隙数量对冲击强度的影响更显著;当冲击方向与双轴压缩最大主应力方向平行时,裂隙数量对冲击强度的影响相对较弱。4)为深入分析裂隙数量对试件冲击强度的影响,提出分布裂隙数量反值的概念;在不同冲击方向下,分布裂隙数量反值与冲击强度随试件双轴压缩强度的变化基本同步。5)冲击强度对冲击方向的依赖性与宏观破裂面具有重要关联;宏观破裂面的存在能够有效阻隔应力在试件中的传递,从而在不同冲击方向下改变冲击应力的传播路径及范围。
Strength Characteristics of"Natural"Fractured Sandstone Affected by Impact Direction
Studying the strength characteristics of"Natural"fractured sandstone affected by impact direction is of great importance to ensuring the long-term stability of underground engineering structures.In this research,the"Natural"distribution of fractures is initially obtained through bi-axial compression simulation,and the distribution characteristics of fractures under varying confining pressures are analyzed.Subsequently,the"Natural"fracture distribution is extracted and rotated by 0,90°,180°,and 270° as a whole for transplantation into the SHPB numerical model of the Particle Flow Code.On this basis,the relationship between the impact strength of"Natural"fractured sandstone and factors such as static compressive strength,fracture distribution information,and impact direction is examined through dynamic loading simulation.The results indic-ate the following:1)When the biaxial compression confining pressure is low,the sliding surface of the specimen is relatively distinct.As the con-fining pressure increases,the sliding surface becomes more challenging to identify.2)With the increase in the biaxial compression level and con-fining pressure,the impact strength and corresponding time of the specimen exhibit a decreasing trend.When the impact strength exceeds 20 MPa,the tangent slope of the stress-strain curve in the pre-peak elastic stage of the specimen remains consistent.3)When the impact direction is per-pendicular to the maximum principal stress direction of biaxial compression,the number of fractures has a more significant impact on the impact strength.In contrast,when the impact direction is parallel to the maximum principal stress direction of biaxial compression,the influence of the fracture number on the impact strength is relatively minor.4)To further analyze the influence of the fracture number on impact strength,the concept of the inverse value of the distributed fracture number is introduced.Under different impact directions,the variations of the inverse value and the impact strength with the biaxial compressive strength of the specimen are generally synchronous.5)The dependence of impact strength on the impact direction is closely associated with the macroscopic fracture surface.The presence of the macroscopic fracture surface effectively im-pedes the transmission of stress within the specimen,changing the propagation path and range of the impact stress under different impact direc-tions.

impact direction"Naturally"distributed fracturestrength characteristicnumerical simulation of particle flow codefracture extrac-tion,rotation and transplantation

石浩、张后全、宋雷、李明、林钢、陆鹏举

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安徽理工大学 矿山建设工程安徽省高校重点实验室,安徽 淮南 232001

安徽理工大学 土木建筑学院,安徽 淮南 232001

山东科技大学 省部共建矿山岩层智能控制与绿色开采国家重点实验室培育基地,山东 青岛 266590

中煤矿山建设集团有限责任公司,安徽 合肥 230000

中国矿业大学 深部岩土力学与地下工程国家重点实验室,江苏 徐州 221116

中国矿业大学 力学与土木工程学院,江苏 徐州 221116

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冲击方向 "天然"分布裂隙 强度特性 颗粒流数值模拟 裂隙提取、旋转及移植

2025

工程科学与技术
四川大学

工程科学与技术

北大核心
影响因子:0.913
ISSN:2096-3246
年,卷(期):2025.57(1)