Experimental study on compressive strength and fracture characteristics of sandstone containing double circular cavities

被引:0
|
作者
Han G.-S. [1 ]
Jing H.-W. [1 ]
Su H.-J. [1 ]
Zhu T.-T. [2 ]
Du M.-R. [1 ]
Xiong F. [1 ]
Wu J.-Y. [1 ]
机构
[1] State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou
[2] School of Civil Engineering, Chongqing University, Chongqing
来源
关键词
Acoustic emission; Double circular cavities; Failure pattern; Rock mechanics; Strength parameters;
D O I
10.13225/j.cnki.jccs.2016.0792
中图分类号
学科分类号
摘要
A large number of micro cracks, holes and other defects appear in the rock material because of the complexity of its natural formation process. In order to study the interaction mechanism between the cavities and the effect of the cavities on the mechanical behavior of rock, the uniaxial compression tests were conducted on the sandstone samples with the different geometric arrangements of holes and the diameters of the side holes to obtain their strength, deformation and fracture evolution laws. The result demonstrates that both the peak strength and elastic modulus of the samples show the trend of first decrease then increase with the increase of the angle. The minimum and maximum values reach at α=30° and α=90°; the peak strength and elastic modulus show a gradually decrease with the increase of the diameter of the side hole. The damage form of the sandstone containing double circular cavities is affected by the angle and the side hole diameter, mainly in the three aspects of crack initiation forms of the samples, the fracturing behavior of the central hole and the coalescence mode of the double circular cavities. The interaction between the central hole and the side hole gradually increases and then gradually decreases with the increase of the angle, the increase of the diameter of the side hole can also enhance the interaction between the central hole and the side hole, and this has been confirmed in the void coalescence. © 2017, Editorial Office of Journal of China Coal Society. All right reserved.
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页码:871 / 878
页数:7
相关论文
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  • [1] Li S., Xu X., Liu Z., Et al., Electrical resistivity and acoustic emission response characteristics and damage evolution of sandstone during whole process of uniaxial compression, Chinese Journal of Rock Mechanics and Engineering, 33, 1, pp. 14-23, (2014)
  • [2] Yang S., Ni H., Wen S., Spatial acoustic emission evolution of red sandstone during multi-stage triaxial deformation, Journal of Central South University, 21, 8, pp. 3316-3326, (2014)
  • [3] Yang S., Lu C., Qu T., Investigations of crack expansion in marble having a single pre-existing hole: Experiment and simulations, Journal of China University of Mining & Technology, 38, 6, pp. 774-781, (2009)
  • [4] Zhang Z., Li N., Chen F., Et al., Review and status of research on failure mode of nonpenetrative fractured rock mass, Rock and Soil Mechanics, 30, pp. 142-148, (2009)
  • [5] Yin X., Li S., Tang H., Study on strength fractal features of acoustic emission in process of rock failure, Chinese Journal of Rock Mechanics and Engineering, 24, 19, pp. 3512-3516, (2005)
  • [6] Yang Y., Wang D., Guo M., Et al., Study of rock damage characteristics based on acoustic emission tests under triaxial compression, Chinese Journal of Rock Mechanics and Engineering, 33, 1, pp. 98-104, (2014)
  • [7] Yang S., Jing H., Tao X., Mechanical behavior and failure analysis of brittle sandstone specimens containing combined flaws under uniaxial compression, Journal of Central South University, 21, 5, pp. 2059-2073, (2014)
  • [8] Jiang Z., Feng S., Fu S., Coupled hydro-mechanical effect of a fractured rock mass under high water pressure, Journal of Rock Mechanics & Geotechnical Engineering, 4, 1, pp. 88-96, (2012)
  • [9] Zhu T., Jing H., Su H., Et al., Experimental investigation on mechanical behavior of sandstone with coupling effects under uniaxial compression, Journal of China Coal Society, 40, 7, pp. 1518-1525, (2015)
  • [10] Zhu T., Jing H., Su H., Et al., Mechanical behavior of sandstone containing double circular cavities under uniaxial compression, Chinese Journal of Geotechnical Engineering, 37, 6, pp. 1047-1056, (2015)