Freeze-Thaw Cycle Effect on Sputtering Rate of Water-Saturated Yellow Sandstone under Impact Loading

被引:2
作者
Hu, Yunbing [1 ]
Duan, Tianzhu [1 ]
Xian, Penghui [1 ]
Chen, Liang [2 ]
机构
[1] Chongqing Res Inst, China Coal Technol & Engn Grp, Chongqing 400039, Peoples R China
[2] China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221008, Jiangsu, Peoples R China
关键词
DYNAMIC-MECHANICAL PROPERTIES; FROST DAMAGE; PREDICTION MODEL; SEDIMENTARY-ROCK; TEMPERATURE; EVOLUTION; STRENGTH; TOMOGRAPHY; FAILURE; STONE;
D O I
10.1155/2019/2549603
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In order to explore the impact of freeze-thaw temperature on the sputtering rate of water-saturated yellow sandstone under impact loading, in this paper, the Hopkinson pressure bar is used to conduct impact loading test on the water-saturated yellow sandstone at the same strain rate (74.22 s(-1)) under five different freeze-thaw temperatures. After impact loading, the yellow sandstone fragments are graded and screened by using the sizing screen, and the mass of fragments with different particle sizes after screening is counted. By transforming the fragments into spheres with the corresponding particle sizes, and combining the dissipated energy, the surface specific energy of yellow sandstone with different freeze-thaw temperatures is calculated. Finally, the sputtering rate of the fragments is obtained by using the relationship of total work, dissipated energy, and kinetic energy. The main conclusions are as follows: The freeze-thaw temperature has a significant effect on the fracture degree of yellow sandstone. The lower the freeze-thaw temperature is, the higher the fracture degree of yellow sandstone is, and the smaller the particle size distribution of fragments is. The fractal dimension of yellow sandstone increases with the decrease of freeze-thaw temperature, indicating that the damage of yellow sandstone is more serious. The dissipative energy of yellow sandstone increases with the decrease of freezing temperature, while the kinetic energy increases gradually when the freeze-thaw temperature is -30 degrees C to -15 degrees C and decreases gradually when the freeze-thaw temperature is -15 degrees C to -5 degrees C. The surface area and surface specific energy of yellow sandstone fragments both increase with the increase of freeze-thaw temperature. And the sputtering rate of yellow sandstone fragments increases gradually at freezing temperature from -30 degrees C to -15 degrees C and decreases gradually at -15 degrees C to -5 degrees C. Therefore, from the perspective of dynamic destruction process, the sputtering of yellow sandstone fragments at freezing temperatures of -15 degrees C, -20 degrees C, and -30 degrees C is more intense than that at -5 degrees C and -10 degrees C. The results can provide some guidance for production in winter and winter regions.
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页数:12
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共 48 条
  • [1] Rock damage and regolith transport by frost: an example of climate modulation of the geomorphology of the critical zone
    Anderson, Robert S.
    Anderson, Suzanne P.
    Tucker, Gregory E.
    [J]. EARTH SURFACE PROCESSES AND LANDFORMS, 2013, 38 (03) : 299 - 316
  • [2] Predicting mechanical strength loss of natural stones after freeze-thaw in cold regions
    Bayram, Fatih
    [J]. COLD REGIONS SCIENCE AND TECHNOLOGY, 2012, 83-84 : 98 - 102
  • [3] Cyclic freeze-thaw to enhance the stability of coal tailings
    Beier, Nicholas A.
    Sego, David C.
    [J]. COLD REGIONS SCIENCE AND TECHNOLOGY, 2009, 55 (03) : 278 - 285
  • [4] FAILURE OF CAPILLARY THEORY OF FROST DAMAGE AS APPLIED TO CERAMICS
    BLACHERE, JR
    YOUNG, JE
    [J]. JOURNAL OF THE AMERICAN CERAMIC SOCIETY, 1974, 57 (05) : 212 - 216
  • [5] NMR Pore Structure and Dynamic Characteristics of Sandstone Caused by Ambient Freeze-Thaw Action
    Ke, Bo
    Zhou, Keping
    Deng, Hongwei
    Bin, Feng
    [J]. SHOCK AND VIBRATION, 2017, 2017
  • [6] Analysis of acoustic emission patterns for monitoring of rock slope deformation mechanisms
    Codeglia, Daniela
    Dixon, Neil
    Fowmes, Gary John
    Marcato, Gianluca
    [J]. ENGINEERING GEOLOGY, 2017, 219 : 21 - 31
  • [7] Thermal blanketing by ivy (Hedera helix L.) can protect building stone from damaging frosts
    Coombes, Martin A.
    Viles, Heather A.
    Zhang, Hong
    [J]. SCIENTIFIC REPORTS, 2018, 8
  • [8] Unsaturated poroelasticity for crystallization in pores
    Coussy, Olivier
    Monteiro, Paulo
    [J]. COMPUTERS AND GEOTECHNICS, 2007, 34 (04) : 279 - 290
  • [9] Characterization by computed X-ray tomography of the evolution of the pore structure of a dolomite rock during freeze-thaw cyclic tests
    de Argandoña, VGR
    Rey, AR
    Celorio, C
    del Río, LMS
    Calleja, L
    Llavona, J
    [J]. PHYSICS AND CHEMISTRY OF THE EARTH PART A-SOLID EARTH AND GEODESY, 1999, 24 (07): : 633 - 637
  • [10] Effects of freezing-thawing and thermal shock cycles on physical and mechanical properties of filled and unfilled travertines
    Demirdag, S.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2013, 47 : 1395 - 1401