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    Predicted Behavior of Saturated Granular Waste Blended with Rubber Crumbs 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 008
    Author(s): Yujie Qi; Buddhima Indraratna; Matthew Richard Coop
    Publisher: American Society of Civil Engineers
    Abstract: Recycling waste materials, such as steel furnace slag (SFS), coal wash (CW), and rubber crumbs (RC) for transport infrastructure is environmentally friendly and offers significant economic benefits. This paper presents a ...
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    Effect of Fiber Reinforcement on the Isotropic Compression Behavior of a Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 011
    Author(s): Nilo Cesar Consoli; Michéle Dal Casagrande; Matthew Richard Coop
    Publisher: American Society of Civil Engineers
    Abstract: High-pressure isotropic compression tests were carried out on samples of a uniform fine sand at different initial specific volumes, reinforced with randomly distributed polypropylene fibers (0.5% by weight, 24 mm in length ...
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    Effect of Microreinforcement of Soils from Very Small to Large Shear Strains 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 008
    Author(s): Karla Salvagni Heineck; Matthew Richard Coop; Nilo Cesar Consoli
    Publisher: American Society of Civil Engineers
    Abstract: Previous studies of fiber soil reinforcement have shown significant improvement of the mechanical properties of soils, such as increased peak and postpeak strength, ductility, and tenacity. However, studies of such materials ...
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    Behavior of a Fiber-Reinforced Bentonite at Large Shear Displacements 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author(s): Michéle Dal Toé Casagrande; Matthew Richard Coop; Nilo Cesar Consoli
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of a polypropylene fiber-reinforced bentonite was evaluated at large shear displacements by a series of ring shear tests carried out at normal stresses varying between 20 and
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    High-Pressure Isotropic Compression Tests on Fiber-Reinforced Cemented Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 006
    Author(s): Ana Paula Silva dos Santos; Nilo Cesar Consoli; Karla Salvagni Heineck; Matthew Richard Coop
    Publisher: American Society of Civil Engineers
    Abstract: High-pressure isotropic compression tests were carried out on reconstituted sand samples that were reinforced with cement, randomly distributed fibers, or both, making comparisons with the unreinforced sand and conducting ...
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    Influence of Cement-Voids Ratio on Stress-Dilatancy Behavior of Artificially Cemented Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 001
    Author(s): Nilo Cesar Consoli; Rodrigo Caberlon Cruz; António Viana da Fonseca; Matthew Richard Coop
    Publisher: American Society of Civil Engineers
    Abstract: The addition of cement is an interesting remediation technique when the project requires improvement of the local soil for the construction of pavement base layers, in slope protection of earth dams and canal linings, as ...
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    Shear Strength Behavior of Fiber-Reinforced Sand Considering Triaxial Tests under Distinct Stress Paths 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 011
    Author(s): Nilo Cesar Consoli; Karla Salvagni Heineck; Michele Dal Toé Casagrande; Matthew Richard Coop
    Publisher: American Society of Civil Engineers
    Abstract: The results of drained triaxial tests on fiber reinforced and nonreinforced sand (Osorio sand) specimens are presented in this work, considering effective stresses varying from 20 to
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