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    Laboratory Measurement of Two-Phase Flow Parameters in Rock Joints Based on High Pressure Triaxial Testing 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 006
    Author(s): B. Indraratna; P. G. Ranjith
    Publisher: American Society of Civil Engineers
    Abstract: The accurate flow measurement of each individual phase is important in unsaturated flow through rock joints, where both air and water phases flow together. An increase in the quantity of one fluid phase decreases the ...
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    Comparative Study of the Hydromechanical Behavior of Intact, Horizontally Jointed, and Vertically Jointed Rocks under Undrained Conditions 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 009
    Author(s): P. L. P. Wasantha; P. G. Ranjith; D. R. Viete
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the influence of the presence of a joint (vertically or horizontally oriented) on the hydromechanical behavior of sandstone under undrained triaxial conditions. A series of undrained triaxial ...
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    Erratum for “Time-Dependent Strength and Mineralogy of Lime-GGBS Treated Naturally Occurring Acid Sulfate Soils” by Shahidul Islam, Asadul Haque, Siobhan A. Wilson, and P. G. Ranjith, F.ASCE 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 001
    Author(s): Shahidul Islam; Asadul Haque; Siobhan A. Wilson; P. G. Ranjith
    Publisher: American Society of Civil Engineers
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    Two-Phase (Air and Water) Flow through Rock Joints: Analytical and Experimental Study 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 010
    Author(s): B. Indraratna; P. G. Ranjith; J. R. Price; W. Gale
    Publisher: American Society of Civil Engineers
    Abstract: This research study deals with the characterization of two-phase flow in a fractured rock mass. A comprehensive mathematical model with which to predict the quantity of each flow component in a single joint is developed. ...
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    Specimen Slenderness and the Influence of Joint Orientation on the Uniaxial Compressive Strength of Singly Jointed Rock 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 006
    Author(s): P. L. P. Wasantha; P. G. Ranjith; Daniel R. Viete
    Publisher: American Society of Civil Engineers
    Abstract: Limitations on the joint orientations for which a joint is free to fail exclusively by sliding (without the need for rupture of intact material), for a given specimen height-to-diameter ratio (
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    Study of Caprock Integrity in Geosequestration of Carbon Dioxide 

    Source: International Journal of Geomechanics:;2011:;Volume ( 011 ):;issue: 004
    Author(s): R. Shukla; P. G. Ranjith; S. K. Choi; A. Haque
    Publisher: American Society of Civil Engineers
    Abstract: The Industrial Revolution has led to a substantial increase in the emission of greenhouse gas (GHG) such as carbon dioxide (
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    Time-Dependent Strength and Mineralogy of Lime-GGBS Treated Naturally Occurring Acid Sulfate Soils 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 001
    Author(s): Shahidul Islam; Asadul Haque; Siobhan A. Wilson; P. G. Ranjith
    Publisher: American Society of Civil Engineers
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    Erratum for “Time-Dependent Strength and Mineralogy of Lime-GGBS Treated Naturally Occurring Acid Sulfate Soils” by Shahidul Islam, Asadul Haque, Siobhan A. Wilson, and P. G. Ranjith, F.ASCE 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 001
    Author(s): Shahidul Islam; Asadul Haque; Siobhan A. Wilson; P. G. Ranjith
    Publisher: American Society of Civil Engineers
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    Biochar Sequestration in Lime-Slag Treated Synthetic Soils: A Green Approach to Ground Improvement 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 012
    Author(s): Asadul Haque; Chiak Kai Tang; Shahidul Islam; P. G. Ranjith; Ha H. Bui
    Publisher: American Society of Civil Engineers
    Abstract: Unconfined compressive strength (UCS) of synthetic biochar mixed clays (BMC) treated with lime-GGBS has been investigated. Biochar utilized in this study was produced from the slow pyrolysis of green waste residue. Treated ...
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    Mechanical Properties of Reconstituted Australian Black Coal 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 007
    Author(s): D. Jasinge; P. G. Ranjith; S. K. Choi; J. Kodikara; M. Arthur; H. Li
    Publisher: American Society of Civil Engineers
    Abstract: Coal is usually highly heterogeneous. Great variation in properties can exist among samples obtained even at close proximity within the same seam or within the same core sample. This makes it difficult to establish a ...
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