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首页|期刊导航|矿业科学学报|法向边界条件对锚固节理岩体剪切力学及声发射特征的影响研究

法向边界条件对锚固节理岩体剪切力学及声发射特征的影响研究

刘建荣 栾恒杰 蒋宇静 商和福 王明强 王长盛 张孙豪

矿业科学学报2025,Vol.10Issue(2):173-183,11.
矿业科学学报2025,Vol.10Issue(2):173-183,11.DOI:10.19606/j.cnki.jmst.2024928

法向边界条件对锚固节理岩体剪切力学及声发射特征的影响研究

Effect of normal boundary conditions on the shear mechanics and acoustic emission characteristics of anchored rock joints

刘建荣 1栾恒杰 2蒋宇静 3商和福 4王明强 2王长盛 5张孙豪6

作者信息

  • 1. 内蒙古上海庙矿业有限责任公司院士专家工作站,内蒙古鄂尔多斯 016299
  • 2. 山东科技大学矿山灾害预防控制省部共建国家重点实验室培育基地,山东青岛 266590
  • 3. 内蒙古上海庙矿业有限责任公司院士专家工作站,内蒙古鄂尔多斯 016299||山东科技大学矿山灾害预防控制省部共建国家重点实验室培育基地,山东青岛 266590||长崎大学工学研究科,日本长崎8528521
  • 4. 兖矿能源集团股份有限公司,山东济宁 272000
  • 5. 内蒙古上海庙矿业有限责任公司院士专家工作站,内蒙古鄂尔多斯 016299||山东科技大学矿山灾害预防控制省部共建国家重点实验室培育基地,山东青岛 266590
  • 6. 长崎大学工学研究科,日本长崎8528521
  • 折叠

摘要

Abstract

Understanding the shear mechanical behavior of anchored rock joints is crucial for controlling of the stability of rock engineering structures.This study conducted direct shear tests on anchored and unanchored rock joints under constant normal load(CNL)and constant normal stiffness(CNS)bound-ary conditions.We also adopted the acoustic emission(AE)technology to analyze the shear mechanical characteristics,AE characteristics,damage and failure mechanisms of jointed rock mass under initial normal stress and normal stiffness.Results show that 1)under the CNL boundary,the shear stress-shear displacement curve exhibited explicit stress softening,while under the CNS boundary,the curve showed transition from stress softening to stress hardening.2)both τ1 and τ2 increased with increasing normal stress,and the normal stiffness significantly enhanced the magnitude of τ2.3)Under the CNS boundary,the normal displacement of the sample showed transition from shear contraction to shear ex-pansion,and the shear contraction and expansion were more pronounced in unanchored joint samples.4)The AE energy and cumulative AE energy of the anchored joint samples were significantly higher than those of the unanchored joint samples.5)AE localization points were mainly distributed at the intersections of the joint surfaces and near the anchor bars,and the distribution of AE points was more concentrated under the CNS boundary conditions.6)As the normal stress and normal stiffness in-creased,the damage area of the joint surface expanded from the vicinity of the hole wall to the sur-rounding area,the damage range of the anchor hole wall decreased,and the anchor bars exhibited"Z"type failure.

关键词

恒定法向应力/恒定法向刚度/锚固节理/剪切特性/声发射

Key words

constant normal load/constant normal stiffness/anchored joint/shear characteristics/a-coustic emission

分类

矿山工程

引用本文复制引用

刘建荣,栾恒杰,蒋宇静,商和福,王明强,王长盛,张孙豪..法向边界条件对锚固节理岩体剪切力学及声发射特征的影响研究[J].矿业科学学报,2025,10(2):173-183,11.

基金项目

鄂尔多斯市标志性创新团队项目(TD20232307) (TD20232307)

国家自然科学基金(52104093) (52104093)

中央引导地方科技发展专项资金项目(YDZX2022141) (YDZX2022141)

矿业科学学报

OA北大核心

2096-2193

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