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    Numerical Investigation of the Stress State in Inclined Backfilled Stopes 

    Source: International Journal of Geomechanics:;2009:;Volume ( 009 ):;issue: 002
    Author(s): Li Li; Michel Aubertin
    Publisher: American Society of Civil Engineers
    Abstract: Evaluating the stresses in backfilled stopes constitutes a critical step for insuring underground mine safety and for analyzing backfill response. In recent years, the writers have presented several methods for conducting ...
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    A New Solution to Assess the Required Strength of Mine Backfill with a Vertical Exposure 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 010
    Author(s): Pengyu Yang; Li Li; Michel Aubertin
    Publisher: American Society of Civil Engineers
    Abstract: Backfilling is commonly applied to aid pillar recovery in open stope mines. The backfill must then remain self-standing in the primary stope when mining an adjacent secondary stope. The design of exposed fill is often based ...
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    Implementation and Application of a New Elastoplastic Model Based on a Multiaxial Criterion to Assess the Stress State near Underground Openings 

    Source: International Journal of Geomechanics:;2010:;Volume ( 010 ):;issue: 001
    Author(s): Li Li; Michel Aubertin; Ali Shirazi
    Publisher: American Society of Civil Engineers
    Abstract: The inelastic
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    Numerical Analyses of the Stress State in Two Neighboring Stopes Excavated and Backfilled in Sequence 

    Source: International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 006
    Author(s): Nooshin Falaknaz; Michel Aubertin; Li Li
    Publisher: American Society of Civil Engineers
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    Stability Analyses of Waste Rock Barricades Designed to Retain Paste Backfill 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 003
    Author(s): Pengyu Yang; Li Li; Michel Aubertin; Marin Brochu-Baekelmans; Serge Ouellet
    Publisher: American Society of Civil Engineers
    Abstract: Cemented paste backfill (CPB) is widely applied in underground mines around the world. Prior to stope backfilling, barricades need to be built in drifts near drawpoints to retain the flowable fill. A number of reported ...
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    Water Flow through Cover Soils Using Modeling and Experimental Methods 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 009
    Author(s): Michel Aubertin; Bruno Bussière; Ernest K. Yanful; Lin-Pei (Choo) de-Souza
    Publisher: American Society of Civil Engineers
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