首页|冲击荷载下裂隙砂岩动力响应及能耗规律研究

冲击荷载下裂隙砂岩动力响应及能耗规律研究

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为探究含裂隙岩石的动态力学性能、破坏模式以及冲击破碎过程的能量耗散规律,选取完整砂岩试样和5组不同预制裂隙角度的砂岩试样,采用分离式霍普金森压杆(SHPB)进行动态冲击试验.试验结果表明,裂隙会劣化试样的抗冲击能力,裂隙的角度越大,裂隙试样的动态抗压强度也越大,90°裂隙试样的力学性能最接近完整试样;试样以拉伸劈裂和冲击压碎破坏形式为主,裂隙角度不会影响试样的最终破坏形式;随着裂隙角度的增大,试样的反射能与入射能的比值逐渐降低,透射能与入射能的比值逐渐增大,能量耗散率与裂隙的角度无明显关系.
Research on Dynamic Response and Energy Consumption Law of Fissured Sandstone Under Impact Load
In order to investigate the dynamic mechanical properties and damage mode of rocks containing fissures,as well as the energy dissipation law of the impact crushing process,intact sandstone specimens and five sets of sandstone specimens with different prefabricated fissure angles were selected,and dynamic impact tests were carried out using split Hopkinson pressure bar(SHPB).The test results show that the fissures will deteriorate the impact resistance of the specimens,with the increase of the fissure angle,the dynamic compressive strength of the fissured specimens is greater,and the mechanical properties of the specimens with fissure angle of 90° are closest to the intact specimens.The specimens are mainly damaged by tensile splitting and impact crushing,and the different fissure angles do not affect the final damage of the specimens.As the fissure angle increases,the ratio of reflected energy to incident energy of the specimens gradually decreases,and the ratio of transmitted energy to incident energy gradually increases,and there is no obvious relationship between the energy dissipation rate and the angle.

Fissured sandstoneDynamic responseEnergy dissipationImpact loadSHPB

黄浩波、周羽、江亲财、于洋

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江西省交通工程集团建设有限公司,江西南昌 330002

华东交通大学,江西南昌 330013

裂隙砂岩 动力响应 能量耗散 冲击荷载 SHPB

国家自然科学基金面上项目江西省杰出青年基金江西省自然科学基金重点项目

4217715620202ACBL21401620224ACB204021

2024

矿业研究与开发
长沙矿山研究院有限责任公司 中国有色金属学会

矿业研究与开发

CSTPCD北大核心
影响因子:0.763
ISSN:1005-2763
年,卷(期):2024.44(1)
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