Use of acoustic emission to evaluate the micro-mechanical behavior of sands in single particle compression tests

被引:22
作者
Lin, Wenli [1 ]
Liu, Ang [2 ]
Mao, Wuwei [3 ]
机构
[1] Univ Tokyo, Dept Civil Engn, Tokyo 1138656, Japan
[2] Nanjing Tech Univ, Dept Geol Engn, Nanjing 211800, Peoples R China
[3] Tongji Univ, Coll Civil Engn, Dept Geotech Engn, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
Acoustic Emission (AE); Micro-mechanical behavior; Sandy particle; AE hit rate; Frequency characteristic; Microcracking; BREAKAGE; MECHANICS; FRACTURE; ROCKS;
D O I
10.1016/j.ultras.2019.105962
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
Particle breakage has been recognized as a crucial factor affecting the mechanical behavior of stressed granular assemblages. To understand such underlying micro-mechanical behavior, Acoustic Emission (AE) technique that is capable of continuously diagnosing the deterioration and failure process of stressed materials was employed into single particle compression tests on silica sands. Regardless of different particle sizes, the fracturing process could be highly featured by AE characteristics, in which AE hit rate and peak frequency characteristics were analyzed to evaluate the intensity and mode of micro-mechanical behaviors, respectively. "Early warning omens" regarding the impending failure of the stressed particle is revealed in terms of the initiation and rapid increase of high-frequency AE components, as well as the rapid increase of AE hit rate. The effect of "prehistory of failure" on the stressed particle is sensitively featured by the highly emitted AE events after the catastrophic failure. Furthermore, a frequency-based method is suggested to distinguish different modes of micro-mechanical behaviors associated with particle readjustment, asperity abrasion, and microcracking. Further employment of the present result is expected to continuously evaluate the intensity and mode of particle interactions in stressed granular assemblages.
引用
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页数:10
相关论文
共 33 条
  • [1] [Anonymous], 2015, E131614E ASTM
  • [2] THE INFLUENCE OF PARTICLE BREAKAGE ON THE LOCATION OF THE CRITICAL STATE LINE OF SANDS
    Bandini, V.
    Coop, M. R.
    [J]. SOILS AND FOUNDATIONS, 2011, 51 (04) : 591 - 600
  • [3] The mechanics of rigid irregular particles subject to uniaxial compression
    Cavarretta, I.
    O'Sullivan, C.
    [J]. GEOTECHNIQUE, 2012, 62 (08): : 681 - 692
  • [4] The influence of particle characteristics on the behaviour of coarse grained soils
    Cavarretta, I.
    Coop, M.
    O'Sullivan, C.
    [J]. GEOTECHNIQUE, 2010, 60 (06): : 413 - 423
  • [5] Laboratory singing sand avalanches
    Dagois-Bohy, Simon
    Ngo, Sandrine
    du Pont, Sylvain Courrech
    Douady, Stephane
    [J]. ULTRASONICS, 2010, 50 (02) : 127 - 132
  • [6] Quantification of reactivated landslide behaviour using acoustic emission monitoring
    Dixon, N.
    Spriggs, M. P.
    Smith, A.
    Meldrum, P.
    Haslam, E.
    [J]. LANDSLIDES, 2015, 12 (03) : 549 - 560
  • [7] Identifying crack initiation and propagation thresholds in brittle rock
    Eberhardt, E
    Stead, D
    Stimpson, B
    Read, RS
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 1998, 35 (02) : 222 - 233
  • [8] Acoustic emission source localization in thin metallic plates: A single-sensor approach based on multimodal edge reflections
    Ebrahimkhanlou, A.
    Salamone, S.
    [J]. ULTRASONICS, 2017, 78 : 134 - 145
  • [9] Single-Sensor Acoustic Emission Source Localization in Plate-Like Structures Using Deep Learning
    Ebrahimkhanlou, Arvin
    Salamone, Salvatore
    [J]. AEROSPACE, 2018, 5 (02)
  • [10] A probabilistic framework for single-sensor acoustic emission source localization in thin metallic plates
    Ebrahimkhanlou, Arvin
    Salamone, Salvatore
    [J]. SMART MATERIALS AND STRUCTURES, 2017, 26 (09)