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金属矿山 ›› 2025, Vol. 54 ›› Issue (7): 33-42.

• 采矿工程 • 上一篇    下一篇

裂隙类型和倾角影响下红砂岩损伤破裂机理研究 

王  雄1,2   刘小宇2   袁  超2   马志敏   

  1. 1. 内蒙古丹蒙得煤业有限责任公司,内蒙古 鄂尔多斯 017200;2. 西安科技大学理学院,陕西 西安 710054
  • 出版日期:2025-07-15 发布日期:2025-08-12
  • 通讯作者: 刘小宇(1988—),男,副教授,博士,硕士研究生导师。
  • 作者简介:王  雄(1986—),男,工程师,硕士。
  • 基金资助:
    国家自然科学基金项目(编号:42401163,12472406);陕西省自然科学基金青年项目(编号:2024JC-YBQN-0273);陕西省教育厅专项基 金项目(编号:23JK0536)。 

Study on the Damage and Rupture Mechanism of Red Sandstone under the Influence of Fracture Type and Dip Angle 

WANG Xiong 1,2   LIU Xiaoyu 2   YUAN Chao 2   MA Zhimin   

  1. 1. Inner Mongolia Danmengde Coal Industry Co. ,Ltd. ,Ordos 017200,China; 2. College of Sciences,Xi′an University of Science and Technology,Xi′an 710054,China
  • Online:2025-07-15 Published:2025-08-12

摘要: 岩体失稳通常从裂隙处开始,不同类型裂隙和角度对其破坏特征具有显著影响。 通过原岩预制不同裂 隙倾角模拟实际岩体的结构效应,开展了裂隙砂岩三轴压缩和数值模拟试验,研究了张开/ 闭合裂隙倾角及围压对砂 岩力学特性和破坏模式的影响规律。 结果表明:① 随着闭合裂隙倾角增大,岩样峰值应力与弹性模量先减小后增大; 随着围压增大,闭合裂隙岩体弹性模量与峰值应力均增加。 ② 张开/ 闭合裂隙砂岩峰值应力与破坏过程产生的微裂 纹占比呈正相关,即砂岩承载能力越强破坏过程中产生的微裂纹数量越多,破裂程度越剧烈,表明微裂纹占比可以作 为量化模型试样内部损伤程度的重要指标。 ③ 垂直加载方向的闭合裂纹压缩后尖端闭合,其尖端应力集中程度小于 砂岩颗粒不均匀性引发的应力集中程度,进而导致其破坏模式和峰值应力与完整岩样接近;而垂直于加载方向的张 开裂隙压缩后尖端产生严重的拉应力集中,尖端首先产生沿压缩方向扩展的拉伸裂纹,导致其峰值应力较小。 上述 研究揭示了不同倾角下张开/ 闭合裂隙岩体变形破裂机理,可为裂隙岩体工程灾害防治与安全评价提供理论依据。 

关键词: 裂隙类型  倾角  力学特性  破坏机制  离散元模拟 

Abstract: The instability of rock mass usually starts from the fractures,and different fracture types and angles have a significant impact on its failure characteristics. This article simulates the structural effects of actual rock masses by prefabricating different fracture dip angles in the original rock,and intends to conduct triaxial compression and numerical simulation experiments on fractured sandstone to study the influence of open / closed fracture dip angles and confining pressure on the mechanical properties and failure modes of sandstone. The results show that:① With the increase of the dip angle of the closed fracture,the peak stress and elastic modulus of the rock sample first decrease and then increase. With the increase of confining pressure,both the elastic modulus and peak stress of the closed fracture rock mass increase. ② The peak stress of red sandstone with open and closed fractures is positively correlated with the proportion of microcracks generated during the failure process. That is, the stronger the bearing capacity of red sandstone, the more microcracks are generated during the failure process,and the more severe the degree of rupture. This indicates that the proportion of microcracks can be used as an important indicator to quantify the degree of internal damage in the model specimen. ③ The closed crack in the vertical loading direction closes at the tip after compression,and the stress concentration degree at the tip is smaller than that caused by the nonuniformity of sandstone particles,resulting in a failure mode and peak stress that is close to that of the intact rock sample;After the opening crack in the vertical loading direction is compressed,severe tensile stress concentration occurs at the tip,and the tip first generates a tensile crack that extends along the compression direction,resulting in a smaller peak stress. The above research results reveal the deformation and fracture mechanisms of open / closed fractured rock masses under different dip angles, which can provide a theoretical basis for the prevention and control of engineering disasters and safety evaluation of fractured rock masses. 

Key words: fracture type,dip angle,mechanical properties,destructive mechanism,discrete element simulation 

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