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    Discussion of “<i>Constitutive Parameters Estimated by Plasticity Index</i>” by Akio Nakase, Takeshi Kamei, and Osamu Kusakabe (July, 1988, Vol. 114, No. 7) 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 010
    Author(s): N. Sivakugan
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Can CAM‐Clay Model be Generalized</i>” by B. R. Srinivasa Murthy, A. Vatsala, and T. S. Nagaraj (May, 1988, Vol. 114, No. 5) 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 008
    Author(s): N. Sivakugan; A. Thurairajah
    Publisher: American Society of Civil Engineers
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    Three-Dimensional Method of Fragments to Study Drainage through Hydraulic Fill Stopes 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 005
    Author(s): Nagaratnam; Sivakugan; Kelda; Rankine
    Publisher: American Society of Civil Engineers
    Abstract: The method of fragments is a simple technique for determining the flow rate, pore water pressure, and exit gradient in two-dimensional confined flow problems. This method is extended to a three-dimensional hydraulic fill ...
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    Vertical Stress Isobars for Trenches and Mine Stopes Containing Granular Backfills 

    Source: International Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 002
    Author(s): Sankha; Widisinghe; Nagaratnam; Sivakugan
    Publisher: American Society of Civil Engineers
    Abstract: The vertical stresses within granular fills contained in trenches can be determined using Marston’s theory or numerical modeling. Marston’s theory gives only the average value of the vertical stress at a depth. Numerical ...
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    Effects of Lime-Clay Modification on the Consolidation Behavior of the Dredged Mud 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2009:;Volume ( 135 ):;issue: 006
    Author(s): M. Salehi; N. Sivakugan
    Publisher: American Society of Civil Engineers
    Abstract: A series of laboratory tests was performed to evaluate the effect of clay fabric, altered due to the addition of hydrated lime into slurry, on the primary and secondary consolidation behavior of dredged mud samples. In ...
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    Consolidation Behavior of Fly Ash-Based Geopolymer-Stabilized Dredged Mud 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2018:;Volume ( 144 ):;issue: 004
    Author(s): Jaditager Mohamed;Sivakugan Nagaratnam
    Publisher: American Society of Civil Engineers
    Abstract: Ports use soft dredged material for land reclamation to address land scarcity and environmental constraints. Land reclaimed with soft dredged material has the properties of high compressibility and slow consolidation that ...
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    Influence of Fly Ash&#x2013;Based Geopolymer Binder on the Sedimentation Behavior of Dredged Mud 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2017:;Volume ( 143 ):;issue: 005
    Author(s): Mohamed Jaditager; Nagaratnam Sivakugan
    Publisher: American Society of Civil Engineers
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    Tall Oedometer Testing: Method to Account for Wall Friction 

    Source: International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 002
    Author(s): Julie Lovisa; Nagaratnam Sivakugan
    Publisher: American Society of Civil Engineers
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    Closure to “Tall Oedometer Testing: Method to Account for Wall Friction” by Julie Lovisa and Nagaratnam Sivakugan 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 002
    Author(s): Julia Lovisa; Nagaratnam Sivakugan
    Publisher: American Society of Civil Engineers
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    Vertical Stress Isobars for Silos and Square Backfilled Mine Stopes 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 002
    Author(s): Sankha Widisinghe; Nagaratnam Sivakugan
    Publisher: American Society of Civil Engineers
    Abstract: Often granular materials are stored in vertical containers with circular or square cross sections. The storage material can be food grains, pharmaceutical powders, chemical pellets, or geomaterials such as mine fills. The ...
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