Fracture Behavior of Intact Rock Using Acoustic Emission: Experimental Observation and Realistic Modeling

    Volume 36, Issue 6 (November 2013)

    ISSN: 0149-6115

    CODEN: GTJOAD

    Published Online: 12 September 2013

    Page Count: 12


    Wang, Shuhong
    Professor, Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, College of Resource and Civil Engineering, Northeastern Univ., Shenyang,

    Huang, Runqiu
    Professor, State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu Univ. of Technology, Chengdu,

    Ni, Pengpeng
    Ph.D. Candidate, GeoEngineering Centre at Queen’s - RMC, Queen’s Univ., Kingston, ON

    Pathegama Gamage, Ranjith
    Associate Professor, Deep Earth Energy Lab, School of Civil Engineering, Monash Univ., Clayton,

    Zhang, Minsi
    Ph.D. Candidate, College of Resource and Civil Engineering, Northeastern Univ., Shenyang,

    (Received 23 May 2012; accepted 25 July 2013)

    Abstract

    It is well known that acoustic emission (AE) is a powerful nondestructive testing tool for examining the behavior of materials deforming under stress. One can use it to monitor fracture or damage in a rock mass by listening to AE events during failure under compressive loads. In this paper, an experimental study on the AE source location in square cylinder granite specimens under uniaxial compression is reported. In order to determine the three-dimensional location of AE events, eight AE sensors were mounted on the specimen. The AE source location was determined via the acquisition of eight channel AE sensors after filtering, processing, reporting, and visualizing seismic data. On the basis of the laboratory experiment results, the granite sample was numerically simulated via the Burgers model using the discrete element program PFC2D (Particle Flow Code in Two Dimensions) to further study the mechanism of fracture initiation and propagation in intact rock. In PFC2D, materials may be modeled as either bonded (cemented) or unbonded (granular) assemblies of particles. It can describe nonlinear behavior and localization with accuracy that cannot be matched by typical finite element programs. The consistency of stress-strain curves obtained with PFC2D and with the test results shows that PFC2D is a practical tool for reproducing AE events in rock, and use of the Burgers model is feasible in the field of rock failure and provides an analysis of the microcracking activity inside the rock volume to predict rock fracture patterns under uniaxial loading conditions.


    Paper ID: GTJ20120086

    DOI: 10.1520/GTJ20120086

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    Author
    Title Fracture Behavior of Intact Rock Using Acoustic Emission: Experimental Observation and Realistic Modeling
    Symposium , 0000-00-00
    Committee E07