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金属矿山 ›› 2026, Vol. 55 ›› Issue (2): 57-64.

• 采矿工程 • 上一篇    下一篇

矸石胶结充填体冲击耗能与损伤破坏特征试验研究

刘云龙1 苏松嵘1 左朝宇1 王玉娇1 王新成1 景刚刚1 李向军1 刘宗亮2 陈将伟1 冯小伍3
  

  1. 1. 山西煤炭进出口集团蒲县豹子沟煤业有限公司,山西 临汾 041000;2. 煤炭工业合肥设计研究院有限责任公司,
    安徽 合肥 230041;3. 安徽理工大学矿业工程学院,安徽 淮南 232001
  • 出版日期:2026-02-15 发布日期:2026-03-02
  • 通讯作者: 冯小伍(2001—),男,博士研究生。
  • 作者简介:刘云龙(1969—),男,高级工程师。
  • 基金资助:
    国家自然科学基金重点资助项目(编号:52130402);国家自然科学基金青年基金项目(编号:52404106)。

Experimental Study on Impact Energy Dissipation and Damage Failure Characteristics of  Gangue Cemented Backfill#br#

LIU Yunlong1 SU Songrong1 ZUO Chaoyu1 WANG Yujiao1 WANG Xincheng1 JING Ganggang1 LI Xiangjun1 LIU Zongliang2 CHEN Jiangwei1 FENG Xiaowu3#br#   

  1. 1. Shanxi Coking Coal Shanxi Coal International Energy Baozigou Coal Industry Co. ,Ltd. ,Linfen 041000,China;
    2. Hefei Design and Research Institute of Coal Industry Co. ,Ltd. ,Hefei 230041,China;
    3. School of Mining Engineering,Anhui University of Science & Technology,Huainan 232001,China
  • Online:2026-02-15 Published:2026-03-02

摘要: 矸石胶结充填体作为矿山开采中控制围岩变形和缓冲动力灾害的关键材料,其动态力学特性对采场稳
定性至关重要。为探究冲击荷载下矸石胶结充填体的力学特性和破坏特征,以矸石胶结充填体为研究对象,采用分
离式霍普金森压杆试验系统(SHPB),开展了不同冲击气压下的单轴冲击试验。试验结果表明:矸石胶结充填体在不
同冲击气压下的动态应力—应变曲线呈现显著的非线性特征,随着冲击气压的增大,矸石胶结充填体峰值应力显著
增大,峰值点左移。随着冲击气压的增加,矸石胶结充填体入射能占比中反射能由78. 3%降至69%,吸收能由21. 6%
上升至30. 5%,表明能量耗散能力随着冲击气压的增加而增强。冲击荷载对矸石胶结充填体的宏—微观变形破坏特
征影响显著,随着冲击荷载的增加,矸石胶结充填体的损伤程度逐步加深,低冲击荷载时仅有少量碎屑掉落,中冲击
荷载时内部裂纹开始发育和扩展,高冲击荷载下则表现为严重的破碎状态。

关键词: 动态荷载 矸石胶结充填体 力学特性 能量耗散 宏—微观破坏特征

Abstract: As a key material for controlling the deformation of surrounding rock and buffering dynamic disasters in mining,
the dynamic mechanical properties of gangue cemented fill are crucial for stope stability. In order to explore the mechanical
properties and failure characteristics of gangue cemented backing under impact load,the uniaxial impact test under different
impact air pressures was carried out by using the separate Hopkinson pressure bar test system(SHPB). The test results show
that the dynamic stress-strain curve of the gangue cemented filling body under different impact air pressures shows significant
nonlinear characteristics,and with the increase of impact air pressure,the peak stress of the gangue cemented filling body increases
significantly,and the peak point shifts to the left. With the increase of impact pressure,the reflected energy in the proportion
of incident energy of gangue cemented filling decreases from 78. 3% to 69%,and the absorption energy increases from
21. 6% to 30. 5%,indicating that the energy dissipation ability increases with the increase of impact pressure. With the increase
of impact load,the damage degree of gangue cemented filling gradually deepens,only a small amount of debris falls at
low impact load,internal cracks begin to develop and spread under medium impact load,and appear in a serious fracturing state
under high impact load.

Key words: dynamic load,gangue cemented backfill,mechanical properties,energy dissipation,macro-microscopic failure
characteristics

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