岩土力学 ›› 2026, Vol. 47 ›› Issue (1): 281-295.doi: 10.16285/j.rsm.2025.0065CSTR: 32223.14.j.rsm.2025.0065

• 数值分析 • 上一篇    下一篇

深部矿柱渐进失效机制与锚杆支护效应连续-非连续数值研究

邱士利1,张世瑞1, 2,江权1,黄青富3,张合作4,向天兵3   

  1. 1.中国科学院武汉岩土力学研究所 岩土力学与工程安全全国重点实验室,湖北 武汉 430071;2.中国科学院大学,北京 100049; 3.中国电建集团昆明勘测设计研究院有限公司,云南 昆明 650051;4.中国电建集团贵阳勘测设计研究院有限公司,贵州 贵阳550081
  • 收稿日期:2025-01-17 接受日期:2025-05-08 出版日期:2026-01-11 发布日期:2026-01-08
  • 通讯作者: 江权,男,1978年生,博士,研究员,主要从事深部地下洞室群工程稳定性评价与反馈优化研究。E-mail: qjiang@whrsm.ac.cn
  • 作者简介:邱士利,男,1980年生,博士,副研究员,主要从事深部岩体卸荷变形破坏机理及岩爆风险评估。E-mail: slqiu@whrsm.ac.cn
  • 基金资助:
    国家重点研发计划(No.2023YFC2907204);国家自然科学基金(No.42377172,No.52325905)

Progressive failure mechanism and the effects of rockbolt support on deep pillars using continuous-discontinuous method

QIU Shi-li1, ZHANG Shi-rui1, 2, JIANG Quan1, HUANG Qing-fu3, ZHANG He-zuo4, XIANG Tian-bing3   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China; 3. Power China Kunming Engineering Corporation Limited, Kunming, Yunnan 650051, China; 4. Power China Guiyang Engineering Corporation Limited, Guiyang, Guizhou 550081, China)
  • Received:2025-01-17 Accepted:2025-05-08 Online:2026-01-11 Published:2026-01-08
  • Supported by:
    This work was supported by the National Key Research and Development Program of China (2023YFC2907204) and the National Natural Science Foundation of China (42377172, 52325905).

摘要: 为了研究深部矿柱破坏机制与锚杆加固效应,在有限-离散元方法(finitediscrete element method,简称FDEM)的基础上提出了一种可破Voronoi块体模型(Voronoi breakable block model,简称VBBM)用来表征矿柱岩体。通过开展实验室尺度和现场尺度矿柱单轴压缩试验,探讨模型参数标定方法以及验证模型有效性,结合全长黏结锚杆模型,探讨矿柱渐进损伤机制与锚杆支护效应。研究结果表明:提出的参数标定方法能有效利用实验室数据获得不同尺度岩柱模型参数设置,基于合理的参数设置并开展模拟研究发现,该模型能有效捕捉从柱角初始剥落到矿柱浅表层剥落和深层共轭剪切破坏的宏观破坏机制,矿柱宽高比(W/H)是其应变软化行为到伪延性行为转变以及核心区域变形差异性的根本因素。全长黏结式锚杆产生的被动围压只有在矿柱产生足够的体胀时才会激活,锚杆产生的约束显著影响矿柱峰后变形行为。矿柱变形由浅表层到核心区存在梯度特征,裂纹张开度和动能释放率与锚杆支护压力呈负相关,且存在较强的幂指数关系,说明支护压力存在一个过渡区间,锚杆密度存在最优值。研究成果为深部岩体渐进破裂机制提供了一个有力的分析工具,为深部采矿灾害风险评估和支护可靠性评价提供理论支撑。

关键词: 硬岩矿柱, 有限元/离散元方法(FDEM), 可破Voronoi块体, 锚杆, 破坏机制

Abstract: To study the failure mechanism of deep pillars and the reinforcement effect of rockbolts, a Voronoi breakable block model (VBBM) on the basis of the combined finite-discrete element method (FDEM) was proposed to characterize rock pillars. Laboratory- and field-scale uniaxial compression tests were conducted to develop a parameter calibration method and to validate the model. Combined with the fully grouted rockbolt model, the study explored the progressive damage mechanism of the pillar and the supporting effect of rockbolts. The results show that the proposed parameter calibration method effectively utilizes laboratory data to determine the model parameters for rock pillars at different scales. Based on reasonable parameter settings, it is found that the model can effectively capture the macroscopic failure mechanisms, including initial edge spalling, shallow-surface spalling, and deep conjugate shear failure within pillars. The width-to-height ratio (W/H) is identified as the fundamental factor influencing the transition from strain-softening behavior to pseudo-ductility behavior of pillars and the deformation differences in the core zone. Passive confinement from rockbolts activates when the pillar undergoes sufficient volumetric expansion. The constraints generated by rockbolts significantly affect the post-peak deformation behavior of pillars. The deformations of pillars exhibit a gradient feature from the shallow surface toward the core. The crack aperture and kinetic-energy release rate are negatively correlated with rockbolt support pressures, which shows a strong power-law relationship. This indicates a transitional range of supporting pressure and an optimal rockbolt spacing. The study provides a powerful analytical framework for elucidating the progressive failure mechanism in deep rock mass, and offers theoretical support for disaster risk assessment and rock-support reliability evaluation in deep mining.

Key words: hard-rock pillar, finite-discrete element method (FDEM), breakable Voronoi block, rockbolt, failure mechanism

中图分类号: TD 353
[1] 叶新宇, 王博, 张升, 刘蔚, 黄攀, 赵炳震. 考虑土体剪切和压缩耦合作用的节泡型锚杆蠕变模型研究[J]. 岩土力学, 2026, 47(1): 27-38.
[2] 黄曼, 宁昊晟, 洪陈杰, 陶志刚, 刘雨星, 张贺, . 基于第二代负泊松比锚杆加固的充填结构面剪切特性研究[J]. 岩土力学, 2025, 46(S1): 131-140.
[3] 杨烜宇, 王勇, . 考虑不同凸起体宽度的规则形态土−岩界面剪切试验研究[J]. 岩土力学, 2025, 46(S1): 195-204.
[4] 陶志刚, 李梦楠, 于海军, 范方政, 王炯, . 不同锚固孔径下2G-NPR锚杆锚固特性试验研究[J]. 岩土力学, 2025, 46(S1): 67-80.
[5] 王想君, 李英明, 赵光明, 孟祥瑞, 范朝涛, 付强, . 围岩变形作用下考虑杆体屈服和锚固界面滑移的全长锚固锚杆力学解析方法[J]. 岩土力学, 2025, 46(9): 2687-2702.
[6] 吕萌, 王亮清, 谢妮, 朱林锋, 安彩龙, 柯睿, 王旭晨, . 加锚异性结构面剪切特性及声发射响应特征研究[J]. 岩土力学, 2025, 46(7): 2106-2120.
[7] 周文强, 蒋良潍, 罗强, 肖卓琦, 罗義錬, 魏明, . 锚杆框架梁柔性外锚头减震性能振动台模型试验研究[J]. 岩土力学, 2025, 46(4): 1163-1173.
[8] 丁军领, 吉锋, 魏松, 张波, 曾瑞, 李卓, 陆宇鹏. 降雨及库水位作用下碎石土岸坡变形破坏机制模型试验研究[J]. 岩土力学, 2025, 46(12): 3740-3756.
[9] 张基伟, 张佳鑫, 马文著, 贾红学, 吴卫东, 王传宝. 考虑锚杆滞后支护的竖井围岩加固力学模型半解析研究[J]. 岩土力学, 2025, 46(11): 3395-3409.
[10] 田雷, 谢强, 段军, 陶富涛, 班宇鑫, 傅翔, 晏彬淇, . 三向斜锚短桩基础拉拔荷载作用下桩锚节点的受力特性分析[J]. 岩土力学, 2025, 46(1): 278-288.
[11] 李永威, 徐林荣, 傅金阳, 商拥辉, . 列车荷载作用下铁路路基填料渗透破坏机制[J]. 岩土力学, 2024, 45(S1): 299-308.
[12] 宋洋, 王贺平, 张维东, 赵立财, 周健华, 毛镜涵, . 恒定法向刚度条件下加锚充填节理岩体剪切特性研究[J]. 岩土力学, 2024, 45(9): 2695-2706.
[13] 曾二贤, 程述一, 伍林伟, 陈成, 吏垚, 刘观仕, . 土-岩组合地基变截面锚杆承载性能与机制研究[J]. 岩土力学, 2024, 45(7): 2117-2128.
[14] 赵明珠, 吴学震, 叶青, 王刚, 蒋宇静, 邓涛, . 缩管式恒阻大变形锚杆抗冲击特性及其治理岩爆潜力研究[J]. 岩土力学, 2024, 45(11): 3355-3365.
[15] 郭鹏飞, 王戌, 徐飞龙, 孙岩, 刘鑫. 软弱岩体锚杆物理锚固装置参数优化分析及试验研究[J]. 岩土力学, 2024, 45(10): 2961-2970.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!