| 注册
首页|期刊导航|安全与环境工程|冻融与动载耦合作用下砂岩的动力学性能及裂纹扩展规律

冻融与动载耦合作用下砂岩的动力学性能及裂纹扩展规律

何世静 汪漫 焦玉勇 刘文连 许汉华 眭素刚 胡小悦

安全与环境工程2025,Vol.32Issue(3):101-111,11.
安全与环境工程2025,Vol.32Issue(3):101-111,11.DOI:10.13578/j.cnki.issn.1671-1556.20240295

冻融与动载耦合作用下砂岩的动力学性能及裂纹扩展规律

Dynamic mechanical properties and crack propagation law of sandstone under the coupling of freeze-thaw and dynamic load

何世静 1汪漫 2焦玉勇 1刘文连 3许汉华 3眭素刚 3胡小悦1

作者信息

  • 1. 中国地质大学(武汉)工程学院,湖北 武汉 430074
  • 2. 武汉商学院信息工程学院,湖北 武汉 430056
  • 3. 中国有色金属昆明勘查设计研究院,云南 昆明 650051
  • 折叠

摘要

Abstract

Mine rock slope engineering in alpine regions has always been a research hotspot at home and abroad.Due to the influence of various factors such as freeze-thaw erosion,mining blasting and earthquake,it has caused serious safety hazards and restricted the safe and efficient production of mine resources.In order to further understand the damage and deterioration mechanism of rock mass of mine rock slope under the coupling effect of freeze-thaw and dynamic load,this paper analyzes the mechanical properties and crack propagation law of rock in alpine regions under the coupling effect of freeze-thaw and dynamic load by preparing sandstone samples in mining area,based on freeze-thaw cycle test,split Hopkinson pressure bar(SHPB)test and digital image correlation(DIC)technology.The results are as follows:① The dynamic peak stress and dynamic elastic modulus of sandstone samples gradually decrease with the increase of freeze-thaw cycles,and the peak strain gradually increases with the increase of freeze-thaw cycles.At the same time,the slope of the stress-strain curve in the linear elastic stage decreases with the increase of the number of freeze-thaw cycles.② The distribution of Y-direction strain concentration area in sandstone samples under impact load determines the generation and expansion of initial cracks and secondary cracks in the failure process of the samples.At the same time,the displacement cloud diagram and the positive and negative displacement of the monitoring point can determine the location of the crack and the change of the crack length.The research conclusions can provide a theoretical reference for the prevention and control of disasters such as freeze-thaw and dynamic load in rock mass engineering in alpine regions.

关键词

砂岩/动力学特性/裂纹扩展规律/冻融循环/分离式霍普金森压杆(SHPB)试验/数字图像相关(DIC)

Key words

sandstone/dynamic characteristic/crack propagation law/freeze-thaw cycles/split Hopkinson pressure bar(SHPB)test/digital image correlation(DIC)technology

分类

资源环境

引用本文复制引用

何世静,汪漫,焦玉勇,刘文连,许汉华,眭素刚,胡小悦..冻融与动载耦合作用下砂岩的动力学性能及裂纹扩展规律[J].安全与环境工程,2025,32(3):101-111,11.

基金项目

武汉市知识创新专项——曙光计划项目(2022010801020429) (2022010801020429)

国家自然科学基金项目(42307191) (42307191)

安全与环境工程

OA北大核心

1671-1556

访问量5
|
下载量0
段落导航相关论文