Mechanical and acoustic emission characteristics of anhydrite rock under freeze-thaw cycles

被引:7
|
作者
Zhang, Chi [1 ,2 ]
Jin, Xiao-guang [1 ,3 ,4 ]
Hou, Chao [1 ]
He, Jie [1 ]
机构
[1] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[2] China Railway 14TH Bur Grp Fourth Engn Corp Ltd, Jinan 250101, Peoples R China
[3] Chongqing Univ, Key Lab New Technol Construction Cities Mt Area t, Minist Educ, Chongqing 400045, Peoples R China
[4] Chongqing Univ, State Key Lab Coal Mine Disaster Dynam & Control, Chongqing 400045, Peoples R China
基金
国家重点研发计划;
关键词
Freeze-thaw cycles; Anhydrite rock; Physical and mechanical properties; AE characteristics; Damage mechanism; COLD-REGION TUNNEL; SURROUNDING ROCK; SHEAR-STRENGTH; DURABILITY; DAMAGE; DEFORMATION; PROPAGATION; DEGRADATION; SANDSTONE; GRANITE;
D O I
10.1007/s11629-022-7661-6
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
To study the damage mechanisms of anhydrite rock under freeze-thaw cycles, the physical-mechanical properties and the microcracking activities of anhydrite rock were investigated through mass variation, nuclear magnetic resonance, scanning electron microscope tests, and uniaxial compression combined with acoustic emission (AE) tests. Results show that with the increase of freeze-thaw processes, the mass, uniaxial compression strength, and elastic modulus of the anhydrite specimens decrease while the porosity and plasticity characteristics increase. For example, after 120 cycles, the uniaxial compression strength and elastic modulus decrease by 46.54% and 60.16%, and the porosity increase by 75%. Combined with the evolution trend of stressstrain curves and the detected events, three stages were labeled to investigate the AE characteristics in freeze-thaw weathered anhydrite rock. It is found that with the increase of freeze-thaw cycles, the proportions of AE counts in stage I and stage II show a decaying exponential trend. Contrarily, the proportion of AE counts in stage III displays an exponential ascending trend. Meanwhile, as the freeze-thaw cycles increase, the low-frequency AE signals increase while the intermediate-frequency AE signals decrease. After 120 cycles, the proportion of low-frequency AE signals increases by 168.95%, and the proportion of intermediate-frequency AE signals reduces by 81.14%. It is concluded that the micro-tensile cracking events occupy a dominant position during the loading process. With the increase of freeze-thaw cycles, the b value of samples decreases. After 120 cycles, b value decreases by 27.2%, which means that the proportion of cracking events in rocks with small amplitude decreases. Finally, it is proposed that the freeze-thaw damage mechanism of anhydrite is also characterized by the water chemical softening effect.
引用
收藏
页码:227 / 241
页数:15
相关论文
共 50 条
  • [21] Study on Acoustic Emission and Damage Mechanical Properties of Freeze-Thaw Sandstone under Uniaxial Compression
    Liang, Bo
    Yang, Gengshe
    Yu, Jinjie
    GEOFLUIDS, 2022, 2022
  • [22] Advance and review on thermo-hydro-mechanical characteristics of rock mass under condition of low temperature and freeze-thaw cycles
    Chen, Weizhong
    Tan, Xianjun
    Yu, Hongdan
    Yuan, Kekuo
    Li, Shucai
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2011, 30 (07): : 1318 - 1336
  • [23] Mechanical characteristics of CSA-treated sand reinforced with fiber under freeze-thaw cycles
    Rauf, Ayesha
    Moon, Sung-Woo
    Lim, Chang-Keun
    Satyanaga, Alfrendo
    Kim, Jong
    Case Studies in Construction Materials, 2024, 21
  • [24] Study on tensile damage characteristics of sandstone under freeze-thaw cycles
    Hui Liu
    YeHui Yun
    Long Jin
    JiangHao Lin
    Yao Zhang
    Yong Luo
    JianXi Ren
    Sciences in Cold and Arid Regions, 2021, 13 (05) : 379 - 393
  • [25] Shear properties and pore structure characteristics of soil-rock mixture under freeze-thaw cycles
    Tang, Liyun
    Li, Gang
    Li, Zhen
    Jin, Long
    Yang, Gengshe
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 80 (04) : 3233 - 3249
  • [26] Experimental study on creep characteristics of gneiss under freeze-thaw cycles
    Yang Xiu-rong
    Jiang An-nan
    Wang Shan-yong
    Zhang Feng-rui
    ROCK AND SOIL MECHANICS, 2019, 40 (11) : 4331 - 4340
  • [27] Study on tensile damage characteristics of sandstone under freeze-thaw cycles
    Liu, Hui
    Yun, YeHui
    Jin, Long
    Lin, JiangHao
    Zhang, Yao
    Luo, Yong
    Ren, JianXi
    SCIENCES IN COLD AND ARID REGIONS, 2021, 13 (05): : 379 - 393
  • [28] Laboratory investigation of the characteristics of SMA mixtures under freeze-thaw cycles
    Yan, Kezhen
    Ge, Dongdong
    You, Lingyun
    Wang, Xiaoliang
    COLD REGIONS SCIENCE AND TECHNOLOGY, 2015, 119 : 68 - 74
  • [29] Brittleness evolution characteristics of cyan sandstone under freeze-thaw cycles
    Gao Feng
    Cao Shan-peng
    Xiong Xin
    Zhou Ke-ping
    Zhu Long-yin
    ROCK AND SOIL MECHANICS, 2020, 41 (02) : 445 - 452
  • [30] Damage characteristics of shear strength of joints under freeze-thaw cycles
    Lei, Daxing
    Lin, Hang
    Wang, Yixian
    ARCHIVE OF APPLIED MECHANICS, 2022, 92 (05) : 1615 - 1631