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冻融循环作用下裂隙灰岩的力学特性及裂纹扩展特征

吴小刚 倪智伟 朱君星 秦柯 唐恺

重庆大学学报2025,Vol.48Issue(8):1-13,13.
重庆大学学报2025,Vol.48Issue(8):1-13,13.DOI:10.11835/j.issn.1000-582X.2024.260

冻融循环作用下裂隙灰岩的力学特性及裂纹扩展特征

The mechanical properties and crack propagation characteristics of fractured limestone under freeze-thaw cycles

吴小刚 1倪智伟 2朱君星 2秦柯 2唐恺2

作者信息

  • 1. 中国人民解放军陆军工程大学国防工程学院,南京 210071||中国人民解放军陆军工程大学爆炸冲击防灾减灾国家重点实验室,南京 210071||金属矿山安全与健康国家重点实验室,安徽 马鞍山 243000
  • 2. 金属矿山安全与健康国家重点实验室,安徽 马鞍山 243000||中钢集团马鞍山矿山研究总院股份有限公司,安徽 马鞍山 243000||华唯金属矿产资源高效循环利用国家工程研究中心有限公司,安徽 马鞍山 243000||非煤露天矿山灾害防控国家矿山安全监察局重点实验室,安徽 马鞍山 243000
  • 折叠

摘要

Abstract

The deformation and failure of rock masses in cold regions due to repeated freeze-thaw cycles present critical challenges that demand thorough investigation.This study examines the mechanical properties and crack propagation characteristics of fractured limestone subjected to varying numbers of freeze-thaw cycles and crack inclination angles.Uniaxial compression tests were conducted,and corresponding stress-strain responses and macroscopic failure patterns were obtained.The fracture surfaces were further analyzed using scanning electron microscopy.Results indicate that repeated freeze-thaw cycles induce pronounced brittle failure in fractured limestone.Peak stress and elastic modulus increase with crack inclination but decrease with the number of freeze-thaw cycles,while peak strain shows positive correlation with both variables.Macroscopic failure is primarily governed by crack-induced breakage,with spalling as a secondary mode.Fracture surfaces predominantly exhibit tensile cracks influenced by pre-existing flaws,but not by the number of freeze-thaw cycles.Microscopically,freeze-thaw action promotes the development of internal microcracks-evidenced by increased crack length,width and density-while pre-existing cracks exert minimal influence on microstructural features.Increasing crack inclination angles suppresses freeze-thaw damage,thus improving rock durability.These findings provide valuable insights for improving the stability and longevity of rock structures in cold-region mining engineering.

关键词

裂隙灰岩/裂隙倾角/冻融循环/单轴压缩/峰值应力

Key words

fractured limestone/fissure dip angle/freeze-thaw cycle/uniaxial compression/peak stress

分类

建筑与水利

引用本文复制引用

吴小刚,倪智伟,朱君星,秦柯,唐恺..冻融循环作用下裂隙灰岩的力学特性及裂纹扩展特征[J].重庆大学学报,2025,48(8):1-13,13.

基金项目

国家重点研发计划项目(2019YFC1803502,2021YFC3001303).Supported by the National Key Research and Development Program of China(2019YFC1803502,2021YFC3001303). (2019YFC1803502,2021YFC3001303)

重庆大学学报

OA北大核心

1000-582X

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