Evolution of microscopic pore structure and deterioration mechanism of sandstone subjected to freeze-thaw cycles

被引:2
|
作者
Zhang, Junyue [1 ]
Wang, Guibin [2 ,3 ]
Ma, Changkun [2 ,3 ]
Liu, Huandui [2 ,3 ]
Yang, Mengmeng [4 ]
机构
[1] Chongqing Univ, Sch Resources & Safety Engn, State Key Lab Coal Mine Disaster Dynam & Control, Chongqing 400044, Peoples R China
[2] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
[3] Chinese Acad Sci, Inst Rock & Soil Mech, Hubei Key Lab Environm Geotechnol, Wuhan 430071, Peoples R China
[4] Taiyuan Univ Technol, Coll Safety & Emergency Management Engn, Taiyuan 030024, Peoples R China
关键词
Freeze-thaw cycles; Pore structure; Pore water redistribution; Mechanism of freeze-thaw damage; Water migration; Pore shielding effect; WATER SATURATION; DAMAGE; FRACTURE; ROCK; MODEL; CONCRETE; GRANITE;
D O I
10.1007/s10064-024-03901-9
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Rock pores crack and expand subjected to freeze-thaw cycles, resulting in the reduction of their physical and mechanical properties, it is necessary to study its evolution and deterioration mechanism. However, the majority of existing studies employ a singular pore testing methodology, and neglecting the impact of the thawing process on frost heave damage in rocks. To address this, this study employs a combination of non-destructive testing techniques, including nuclear magnetic resonance (NMR) and computed tomography (CT) scanning, to comprehensively analyze the evolution of pores during freeze-thaw cycles. Investigating the migration and redistribution of pore water and its effect on frost heave damage in sandstone during the freeze-thaw process. Finally, the study examines the mechanisms of pores frost heave initiation and propagation in sandstone during freeze-thaw cycles. The results demonstrate that freeze-thaw cycles result in an expansion of pore volume at all scales within the samples. However, the degree of expansion varies, with macropores, mesopores, and micropores exhibiting a less pronounced increase in sequence. During the freeze-thaw process, water in sandstone pores redistributes, moving from larger to smaller pores. The saturation of water increases in micropores, but decreases in mesopores and macropores, thereby rendering micropores more susceptible to frost heave initiation in subsequent freeze-thaw cycles. With repeated freeze-thaw, the expansion of rock pores will continue in the direction of the lowest tensile strength, eventually forming macroscopic cracks. This study provides valuable insights into the mechanisms of freeze-thaw disaster genesis in rock masses.
引用
收藏
页数:19
相关论文
共 50 条
  • [1] Study on the evolution of microscopic pore structure of sandstone under freeze-thaw cycles
    Zhang, Junyue
    Wang, Guibin
    Liu, Huandui
    Yang, Mengmeng
    COLD REGIONS SCIENCE AND TECHNOLOGY, 2024, 217
  • [2] STUDY ON THE DAMAGE MECHANISM OF PORE STRUCTURE IN CONCRETE SUBJECTED TO FREEZE-THAW CYCLES
    Li, Ben
    Wang, Kaiyuan
    Mao, Jize
    Guo, Qingyong
    CIVIL ENGINEERING JOURNAL-STAVEBNI OBZOR, 2015, 24 (02):
  • [3] Impact of Water Saturation on the Damage Evolution Characteristics of Sandstone Subjected to Freeze-Thaw Cycles
    Ju, Xin
    Niu, Fujun
    Liu, Minghao
    He, Junlin
    Luo, Jing
    ROCK MECHANICS AND ROCK ENGINEERING, 2024, 57 (03) : 2143 - 2157
  • [4] On the decay of fracture toughness of sandstone subjected to freeze-thaw cycles
    Wei, Mengxi
    Qiao, Lan
    Li, Qingwen
    Deng, Naifu
    FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2023, 46 (12) : 4465 - 4485
  • [5] Experiment on cumulative freeze-thaw deformation characteristics and microscopic mechanism of sandstone under freeze-thaw cycles
    Lyu, Zhi-tao
    Zhu, Xiao-bao
    Luo, Si-cheng
    Xia, Cai-chu
    Zeng, Xiang-tail
    ROCK AND SOIL MECHANICS, 2025, 46 (02) : 389 - 401
  • [6] Mechanical Characteristics of Red Sandstone Subjected to Freeze-Thaw Cycles and Increasing Amplitude Cyclic Load
    Zhao, Chenyang
    Lei, Mingfeng
    Jia, Chaojun
    Liang, Guodong
    Shi, Yuanbo
    ROCK MECHANICS AND ROCK ENGINEERING, 2024, 57 (05) : 3237 - 3256
  • [7] Morphological damage and strength deterioration of red sandstone under freeze-thaw cycles
    Wang, Jincheng
    Cui, Deshan
    Chen, Qiong
    Chen, Juxiang
    Dai, Mingjie
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2025, 17 (02) : 671 - 687
  • [8] Damage characteristics of sandstone pore structure under freeze-thaw cycles
    Li Jie-lin
    Zhu Long-yin
    Zhou Ke-ping
    Liu Han-wen
    Cao Shan-peng
    ROCK AND SOIL MECHANICS, 2019, 40 (09) : 3524 - 3532
  • [9] Strength deterioration model of saturated sandstone under freeze-thaw cycles
    Gao Feng
    Xiong Xin
    Zhou Ke-ping
    Li Jie-lin
    Shi Wen-chao
    ROCK AND SOIL MECHANICS, 2019, 40 (03) : 926 - 932
  • [10] Investigation on the Microscopic Deterioration Characteristics of Anhydrite Rock Exposed to Freeze-Thaw Cycles
    Hou, Chao
    Jin, Xiaoguang
    He, Jie
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2022, 22 (04)