中南大学学报(英文版)2023,Vol.30Issue(10) :3361-3373.DOI:10.1007/s11771-023-5456-8

恒阻吸能材料及锚固体力学特性研究与应用

Mechanical properties of rocks anchored by constant resistance energy-absorbing material

王琦 辛忠欣 江贝 王鸣子 何满潮 魏华勇
中南大学学报(英文版)2023,Vol.30Issue(10) :3361-3373.DOI:10.1007/s11771-023-5456-8

恒阻吸能材料及锚固体力学特性研究与应用

Mechanical properties of rocks anchored by constant resistance energy-absorbing material

王琦 1辛忠欣 2江贝 1王鸣子 3何满潮 3魏华勇3
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作者信息

  • 1. State Key Laboratory for Geo-mechanics and Deep Underground Engineering,China University of Mining and Technology-Beijing,Beijing 100083,China;State Key Laboratory of Explosion Science and Technology,Beijing Institute of Technology,Beijing 100081,China;Geotechnical and Structural Engineering Research Center,Shandong University,Ji'nan 250061,China
  • 2. Geotechnical and Structural Engineering Research Center,Shandong University,Ji'nan 250061,China
  • 3. State Key Laboratory for Geo-mechanics and Deep Underground Engineering,China University of Mining and Technology-Beijing,Beijing 100083,China
  • 折叠

摘要

锚固支护作为地下工程围岩控制的主体,与围岩联合承载形成锚固体,共同抵抗动力灾害释放的能量.传统锚杆(索)支护强度、延伸率不足,在抵抗动力灾害时易破断失效.恒阻吸能材料是一种具有高强、高延伸的新型支护材料.为明确恒阻吸能新材料及其锚固体的力学特性,本文开展了恒阻吸能支护材料与现场常用支护材料MG335、MG500的静力拉伸与动力冲击试验.在此基础上,对MG335、MG500与恒阻吸能支护材料锚固下的岩体开展了霍普金森冲击对比试验,研究了高速冲击下锚固体的变形破坏特征.相比于MG335、MG500锚固体,通过霍普金森冲击试验得到恒阻汲能锚固体的峰值应力提高了42.2%与63.9%,所能吸收的动力冲击能量提高了42.0%与63.2%.恒阻吸能支护技术能够增强锚固体的抗冲承载能力与吸能能力.结合上述试验成果,提出了强扰动下围岩恒阻吸能支护的工程建议,并在千米冲击地压矿井中应用.

Abstract

Anchoring support using bolts and cables works together with rock masses to form an integrated anchoring system and jointly resists the energy released by dynamic disasters.The strength and elongation of traditional support are often insufficient,causing anchoring system failure when withstanding dynamic disasters.Constant resistance energy-absorbing(CREA)material is a new type of support material with high strength and large elongation.To understand the mechanical properties of this new material and its anchoring system,we carried out static tensile and dynamic impact tests on the CREA anchoring material.Subsequently,the SHPB impact tests were carried out on rocks anchored by CREA,MG335,and MG500 anchoring materials.The deformation and failure characteristics of anchored rocks under high-speed impact were studied.Compared with MG335 and MG500 anchored rocks,the peak stress of the CREA anchored rock is increased by 42.2%and 63.9%,and the absorbed energy is increased by 42.0%and 63.2%.The CREA supporting technology can enhance the bearing capacity and energy-absorbing capacity of the anchored rock under dynamic impacts.Finally,we propose engineering suggestions to anchored rocks using the CREA supporting technology under strong disturbance and carry out a field application in a deep burst-prone coal mine.

关键词

恒阻吸能/锚固岩体/力学性能/试验研究/现场应用

Key words

constant resistance energy-absorbing/anchored rock/mechanical properties/experimental study/field application

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基金项目

国家自然科学基金(52074164)

国家自然科学基金(42077267)

国家自然科学基金(42277174)

山东省自然科学基金(ZR2020JQ23)

中央高校基本科研业务费专项(2022JCCXSB03)

Opening Project of State Key Laboratory of Explosion Science and Technology,Beijing Institute of Technology,China(KFJJ21-02Z)

出版年

2023
中南大学学报(英文版)
中南大学

中南大学学报(英文版)

CSTPCDCSCDEI
影响因子:0.47
ISSN:2095-2899
被引量2
参考文献量17
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