AE Characterization of Cracking Mode in Sandstone Uniaxial and Brazilian Tests

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Laboratory results from sandstone Brazilian splitting tests and uniaxial compression tests based on acoustic emission (AE) monitoring indicated that the acoustic emission parameters analysis method can be applied to analyse the characteristics of acoustic emission and to classify the crack modes in rock materials. It concluded that more than 99 per cent of the whole cracking signals in Brazilian tests were classified as tensile mode, and no shear cracks occurred. And more than 65 per cent of the AE signals in uniaxial tests were tensile-shear crack mode, along with about 30 percent of tensile mode and 5 percent of shear mode, and shear cracks only occurred in the unstable crack extension stages; tensile-shear cracks are the main crack modes in the crack stable extension stage.

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35-39

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March 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] GOODMAN R E. Subaudible noise during com pression of rock [J]. Geological Society of America Bulle tin, 1963, 74 (4): 4 87-4 90.

Google Scholar

[2] Zhao Zhizhong, Ding Yuanchen, Qian Fang, et al. A New Method for Identifying Moraine[J]. ACTA GEOSCIENTIA SINICA, 2000, 21 (4): 396–400.

Google Scholar

[3] Sun Baoshan, Ding Yuanchen, Shao Zhaogang, et al. APPLICATION OF ACOUSTIC EMISSION TECHNIQUE IN DETERMINATION OF FOSSIL AND PRESENT-DAY STRESSES IN OIL FIELDS [J]. JOURNAL OF GEOMECHANICS, 1996, 2 (2): 11–17.

Google Scholar

[4] KANAGAWA T,HAYASHI M,NAKAS H. Estimation of spatialgeostresses components in rock samples using the Kaiser effect ofacoustic emission. Proceedings of the 3rd Acoustic Emission Symposium, 1976, 229–248.

Google Scholar

[5] Ding Yuanchen, Zhang Dalun. A NEW METHOD FOR ESTIMATING PRE-EXSTING STRESS IN ROCK BY ACOUSTIC EMISSION [J]. GEOSCIENCE, 1989, 3 (3): 359–368.

Google Scholar

[6] WANG Xxiaoqiong, GE Hongkui, SONG Lili, et al. EXPERIMENTAL ATUDY OF TWO TYPES OF ROCK SAMPLE ACOUSTIC EMISSION EVENTS AND KAISER EFFECT POINT PECOGNITION APPROACH [J]. Chinese Journal of Rock Mechanics and Engineering. 2011, 3 (30): 580-588.

Google Scholar

[7] Hardy. H.R. Emergence of acoustic emision/microseismic activity as a tool in geomechanics. In Proceedings of the First Conference on Acoustic Emission/Microseismic Activity in Geologic Structures and Materials, University Park. Edited by H.R. Hardy and L.W. Leighton, Trans Tech Puplications, Clausthal Zellerfeld, 1997, 3-31.

DOI: 10.1016/b978-0-444-87450-4.50112-0

Google Scholar

[8] Aggelis, D.G., Shiotani, T., Terazawa, M. Assessment of construction joint effect in full-scale concrete beams by acoustic emission activity. J. Eng. Mech, 2010, 136 (7): 906 – 912.

DOI: 10.1061/(asce)em.1943-7889.0000130

Google Scholar

[9] Carpinteri, A., Cardone, F., Lacidogna, G. Energy emissions from failure phe-nomena: mechanical, electromagnetic, nuclear. Exp. Mech., 2010, 50, 1235-1243.

DOI: 10.1007/s11340-009-9325-7

Google Scholar

[10] Zhou, J.W., Xu, W.Y., Yang, X.G. A microcrack damage model for brittle rocks under uniaxial compression. Mech. Res. Commun, 2010, 37, 399-405.

DOI: 10.1016/j.mechrescom.2010.05.001

Google Scholar

[11] Cai, M., Kaiser, P.K. FLAC/PFC coupled numerical simulation of AE in large-scale underground excavations. Int.J. Rock Mech. Min. Sci., 2007, 550-564.

DOI: 10.1016/j.ijrmms.2006.09.013

Google Scholar

[12] Joseph F. Labuz. Acoustic emission at failure in quasi-brittle materials. Construction and Building Materials, 2001, 15, 225-233.

DOI: 10.1016/s0950-0618(00)00072-6

Google Scholar

[13] P.G. Ranjith. A study of effect of displacement rate and moisture content on the mechanical properties of concrete: Use of acoustic emission. Mechanics of Materials, 2008, 40, 453 - 469.

DOI: 10.1016/j.mechmat.2007.11.002

Google Scholar