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Mining Technology and Mine Management

Experimental Study on Crack Evolution Characteristics of Banded Magnetite Quartzite During Fracture Instabiligy Under Freeze-thaw Action

  • Guoliang SHAO , 1 ,
  • Dong XIA , 1, 2, 3, 4 ,
  • Yufei JIA 5 ,
  • Zhuxi LI 1 ,
  • Jiaju YAN 1
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  • 1. College of Mining Engineering,North China University of Science and Technology,Tangshan 063210,Hebei,China
  • 2. Hebei Province Mining Industry Development with Safe Technology Priority Laboratory,North China University of Science and Technology,Tangshan 063210,Hebei,China
  • 3. Hebei Industrial Technology Institute of Mine Ecological Remediation,Tangshan 063210,Hebei,China
  • 4. Green Intelligent Mining Technology Innovation Center of Hebei Province,Tangshan 063210,Hebei,China
  • 5. School of Resources and Civil Engineering,Northeastern University,Shenyang 110819,Liaoning,China

Received date: 2024-05-25

  Revised date: 2024-07-09

  Online published: 2024-12-20

Abstract

To investigate the impact of freezing and thawing on the crack evolution characteristics during the fracture instabiligy processes of banded magnetite quartzite,mechanical and acoustic emission tests were conducted on the rock subjected to a temperature range of -20~20 ℃ and a maximum of 280 freeze-thaw cycles.The results indicate that the uniaxial compressive strength and modulus of elasticity decreased from 200.93 MPa and 21.67 GPa in the dry state to 106.64 MPa and 8.24 GPa after 280 freeze-thaw cycles,the reduction in strength and modulus of elasticity exhibited a tendency to stabilize during the later stages of freeze-thaw cycles,resulting in the establishment of a new dynamic equilibrium between the skeletal structure of the rock samples and their internal microcracks.Additionally,under conditions of low freeze-thaw cycles (defined as ≤40 cycles),the evolution of cracks in the rock samples primarily involved the development of tensile and shear cracks,with crack rupture predominantly occurring during the accelerated expansion phase of microfracture. The high freeze-thaw cycle (defined as exceeding 40 cycles) significantly influences the crack evolution process in rock samples,predominantly resulting in tensile cracks,while shear cracks are less prevalent compared to those observed in samples subjected to low freeze-thaw cycles.Notably,as the number of freeze-thaw cycles increases,there is a discernible trend toward a reduction in the overall cracking of the rock samples.Furthermore,during the accelerated expansion phase of microfractures in rock samples exposed to low freeze-thaw cycles,high and medium frequency signals emerge slightly earlier than their medium and low frequency counterparts,the amplitude associated with the high-frequency bands was elevated.During the phase of accelerated microfracture expansion in rock samples subjected to extensive freeze-thaw cycles,there was a simultaneous emergence of middle and high-frequency signals alongside middle and low-frequency signals.Furthermore,as the freeze-thaw cycle period increased,the amplitude corresponding to the ultra-high frequency in the rock samples progressively diminished.Under the influence of a low number of freeze-thaw cycles,high-energy signals predominantly emerge during the accelerated expansion phase of microfractures,characterized by a more concentrated distribution and increased frequency.Conversely,with a higher number of freeze-thaw cycles,the distribution of high-energy signals becomes more dispersed,and their frequency diminishes as the number of cycles increases.These signals are observed throughout the entire loading process. The rock samples subjected to a low number of freeze-thaw cycles exhibit fewer microfractures during the compression stage,the elastic deformation stage,and the microfracture development stage,with no apparent correlation to the location of fracture aggregation at the point of rupture.In contrast,for rock samples exposed to a high number of freeze-thaw cycles,there is a significant relationship between the cracks formed during the initial three stages and the locations where cracks aggregate at the time of rupture.The range of acoustic emission energy and the likelihood of high-energy acoustic emission events in rock samples subjected to a high number of freeze-thaw cycles were reduced compared to those subjected to a low number of freeze-thaw cycles.This observation further suggests that rock samples experiencing fewer freeze-thaw cycles are primarily characterized by the development of large and mesoscale fissures.In contrast,those subjected to more frequent freeze-thaw cycles are predominantly influenced by the expansion,merging,and fusion of localized fissure networks.

Cite this article

Guoliang SHAO , Dong XIA , Yufei JIA , Zhuxi LI , Jiaju YAN . Experimental Study on Crack Evolution Characteristics of Banded Magnetite Quartzite During Fracture Instabiligy Under Freeze-thaw Action[J]. Gold Science and Technology, 2024 , 32(6) : 1030 -1045 . DOI: 10.11872/j.issn.1005-2518.2024.06.144

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http://www.goldsci.ac.cn/article/2024/1005-2518/1005-2518-2024-32-6-1030.shtml

Huang Xiaohui Liu Kewei Zhou Zhanxing,et al,2022.Study on acoustic emission and microscopic characteristics of red sandstone under compression-shear after high temperature[J].Gold Science and Technology30(5):764-777.

Ji Hongguang Zhang Chunrui Zhang Yuezheng,et al,2024.Research on stress state and energy evolution of acoustic emission signal during rock materials fracture process[J].Journal of China University of Mining and Technology53(2):211-223.

Li Jielin Zhu Longyin Zhou Keping,et al,2019.Damage characteristics of sandstone pore structure under freeze-thaw cycles[J].Rock and Soil Mechanics40(9):3524-3532.

Liu Chengyu Zheng Daozhe Zhang Xiangxiang,et al,2022.Influence of freeze-thaw temperature change rate on mechanics feature during loading process of rock[J].Rock and Soil Mechanics43(8):2071-2082.

Liu H Han S L Yang G S,et al,2022.Experimental study on mesostructural damage evolution of sandstone subjected to freeze-thaw cycling under uniaxial compression[J].Research in Cold and Arid Regions14(5):12.

Liu Hui Xu Yali Yang Gengshe,et al,2022.Numerical experimental study on failure process of sandstone containing natural damage under freeze-thaw cycle[J].Journal of Glaciology and Geocryology44(6):1875-1886.

Liu Jie Zhang Han Wang Ruihong,et al,2021.Investigation of progressive damage and deterioration of sandstone under freezing-thawing cycle[J].Rock and Soil Mechanics42(5):1381-1394.

Maji V Murton J B2021.Experimental observations and statistical modeling of crack propagation dynamics in limestone by acoustic emission analysis during freezing and thawing[J].Journal of Geophysical Research:Earth Surface126(7):e2021JF006127.

Sagar R V Dutta M2021.Combined usage of acoustic emission technique and ultrasonic pulse velocity test to study crack classification in reinforced concrete structures[J].Nondestructive Testing and Evaluations36(1):62-96.

Shao Zhixin Song Yanqi Li Xiaolong,et al,2021.Meso-damage propagation mechanism of skarn during freeze-thaw based on CT test[J].Science Technology and Engineering23(1):1138-1143.

Song Yanqi Ma Hongfa Liu Jichen,et al,2022.Experimental investigation on the damage characteristics of freeze-thaw limestone by the uniaxial compression and acoustic emission monitoring tests[J].Chinese Journal of Rock Mechanics and Engineering41(Supp.1):2603-2614.

Su Zhandong Sun Jinzhong Xia Jing,et al,2019.Experimental research of the effect of freezing-thawing cycles on acoustic emission characteristics of granite[J].Chinese Journal of Rock Mechanics and Engineering38(5):865-874.

Wang M M Tan C X Meng J,et al,2017.Crack classification and evolution in anisotropic shale during cyclic loading tests by acoustic emission[J].Journal of Geophysics and Engineering14(4):930-938.

Wang Yu Gao Shaohua Meng Huajun,et al,2021.Investigation on acoustic emission characteristics and fracture network patterns of pre-flawed granite subjected to increasing-amplitude fatigue loads[J].Chinese Journal of Rock Mechanics and Engineering40(10):1976-1989.

Wang Zhangqiong Yan Echuan2015.Influence of material composition and structural characteristics of rock on freeze-thaw damage and deterioration of schist[J].Chinese Journal of Geotechnical Engineering37(Supp.2):86-90.

Wen Lei Li Xibing Su Wei2015.Study of physico-mechanical characteristics of slope hard rocks of metal mine influenced by freeze-thaw cycles[J].Journal of Mining and Safety Engineering32(4):686-696.

Wu Shunchuang Gan Yixiong Ren Yi,et al,2020.Feasibility research of AE monitoring index in tunnel based on RA and AF[J].Chinese Journal of Engineering42(6):723-730.

Xie Qiang Jiang Chongxi Ling Jianming1997.Experiment and Analysis of Rock Micromechanics[M].Chengdu:Sou-thwest Jiaotong University Press.

Xu X T Wang Y B Yin Z H,et al,2017.Effect of temperature and strain rate on mechanical characteristics and constitutive of frozen Helin loss[J].Cold Regions Science and Tech-nology,136:44-51.

Yang Gengshe Shen Yanjun Jia Hailiang,et al,2018.Research progress and tendency in characteristics of multi-scale damage mechanics of rock under freezing-thawing[J].Chinese Journal of Rock Mechanics and Engineering37(3):545-563.

Zhang Gong Liu Bo Ma Yongjun,et al,2019.Mechanical analysis on sandy mudstone in uniaxial compression and acoustic emission test through artificial freezing method[J].Chinese Journal of Underground Space and Engineering15(3):699-707.

Zhang H M Meng X Z Yang G S,et al,2020.A study on mechanical properties and damage model of rock subjected to freeze-thaw cycles and confining pressure[J].Cold Regions Science and Technology,174:103056.

Zhang Huimei Wang Huan Zhang Jiafan,et al,2020.Analysis of meso-damage characteristics of freeze-thaw rock on CT scale[J].Journal of Liaoning Technical University(Natural Science)39(1):51-56.

Zhang Huimei Xia Haojun Yang Gengshe,et al,2018.Experimental research of influences of freeze-thaw cycles and con-fining pressure on physical-mechanical characteristics of rocks[J].Journal of China Coal Society43(2):441-448.

Zhao Xingdong Liu Jianpo Li Yuanhui,et al,2008.Experimental verification of rock locating technique with acoustic emission[J].Chinese Journal of Geotechnical Engineering,(10):1472-1476.

黄晓辉,刘科伟,周占星,等,2022.高温后红砂岩压剪下声发射及其微观特性研究[J].黄金科学技术30(5):764-777.

纪洪广,张春瑞,张月征,等,2024.岩石材料破裂过程中声发射信号的应力状态及能量演化研究[J].中国矿业大学学报53(2):211-223.

李杰林,朱龙胤,周科平,等,2019.冻融作用下砂岩孔隙结构损伤特征研究[J].岩土力学40(9):3524-3532.

刘成禹,郑道哲,张向向,等,2022.冻融温变速率对岩石受载特性的影响规律[J].岩土力学43(8):2071-2082.

刘慧,徐雅丽,杨更社,等,2022.冻融循环作用下含天然损伤砂岩破坏过程的数值试验研究[J].冰川冻土44(6):1875-1886.

刘杰,张瀚,王瑞红,等,2021.冻融循环作用下砂岩层进式损伤劣化规律研究[J].岩土力学42(5):1381-1394.

邵志鑫,宋彦琦,李小龙,等,2021.基于CT试验的矽卡岩冻融细观损伤扩展机理研究[J].科学技术与工程23(1):1138-1143.

宋彦琦,马宏发,刘济琛,等,2022.冻融灰岩单轴声发射损伤特性试验研究[J].岩石力学与工程学报41(增1):2603-2614.

苏占东,孙进忠,夏京,等,2019.冻融循环对花岗岩声发射特性影响的试验研究[J].岩石力学与工程学报38(5):865-874.

王宇,高少华,孟华君,等,2021.不同频率增幅疲劳荷载下双裂隙花岗岩破裂演化声发射特性与裂纹形态研究[J].岩石力学与工程学报40(10):1976-1989.

王章琼,晏鄂川,2015.物质组构特征对片岩冻融损伤劣化的影响[J].岩土工程学报37(增2):86-90.

闻磊,李夕兵,苏伟,2015.冻融循环影响下金属矿山边坡坚硬岩石物理力学性质研究[J].采矿与安全工程学报32(4):686-696.

吴顺川,甘一雄,仁义,等,2020.基于RA与AF值的声发射指标在隧道监测中的可行性[J].工程科学学报42(6):723-730.

谢强,姜崇喜,凌建明,1997.岩石细观力学试验与分析[M].成都:西南交通大学出版社.

杨更社,申艳军,贾海梁,等,2018.冻融环境下岩体损伤力学特性多尺度研究及进展[J].岩石力学与工程学报37(3):545-563.

张功,刘波,马永君,等,2019.砂质泥岩人工冻结力学特性的单轴声发射研究[J].地下空间与工程学报15(3):699-707.

张慧梅,王焕,张嘉凡,等,2020.CT尺度下冻融岩石细观损伤特性分析[J].辽宁工程技术大学学报(自然科学版)39(1):51-56.

张慧梅,夏浩峻,杨更社,等,2018.冻融循环和围压对岩石物理力学性质影响的试验研究[J].煤炭学报43(2):441-448.

赵兴东,刘建坡,李元辉,等,2008.岩石声发射定位技术及其实验验证[J].岩土工程学报,(10):1472-1476.

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