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    Influence of Fly Ash–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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    Adaptation of Method of Fragments to Axisymmetric Cofferdam Seepage Problem 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 009
    Author(s): Thushara Asela Madanayaka; Nagaratnam Sivakugan
    Publisher: American Society of Civil Engineers
    Abstract: The method of fragments can be used to efficiently obtain solutions to a variety of two-dimensional seepage problems, especially confined flow problems. With this method, the flow domain is divided into fragments that span ...
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    Discussion of “Fiber-Reinforced Fly Ash Subbases in Rural Roads” by Praveen Kumar and Shailendra Pratap Singh 

    Source: Journal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 004
    Author(s): Sanjay Kumar Shukla; Nagaratnam Sivakugan
    Publisher: American Society of Civil Engineers
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    Vertical and Radial Consolidation Analysis of Multilayered Soil Using the Spectral Method 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 005
    Author(s): Rohan Walker; Buddhima Indraratna; Nagaratnam Sivakugan
    Publisher: American Society of Civil Engineers
    Abstract: A new, easy to implement, solution to the consolidation of multilayered soil based on the spectral method is presented. Combined vertical and radial drainage under instantaneous or single ramp loading is considered, ignoring ...
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    Laboratory Study on Strength Development in Cemented Paste Backfills 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 007
    Author(s): Naguleswaran Niroshan; Nagaratnam Sivakugan; Ryan Llewellyn Veenstra
    Publisher: American Society of Civil Engineers
    Abstract: Cemented paste backfills (CPBs) are widely used in backfilling underground mine voids. They are fine-grained mine tailings with significant clay content, with a small dosage of a general purpose cement (GPC) or pozzolanic ...
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    Consolidation Behavior of Soils Subjected to Asymmetric Initial Excess Pore Pressure Distributions with One-Way Drainage 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 003
    Author(s): Julie Lovisa; Wayne Read; Nagaratnam Sivakugan
    Publisher: American Society of Civil Engineers
    Abstract: A consolidating clay layer can be singly or doubly drained. The degree of consolidation is a function of the initial excess pore pressure distribution and the drainage conditions. Traditional geotechnical engineering ...
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    Consolidation Behavior of Soils Subjected to Asymmetric Initial Excess Pore Pressure Distributions 

    Source: International Journal of Geomechanics:;2010:;Volume ( 010 ):;issue: 005
    Author(s): Julie Lovisa; Wayne Read; Nagaratnam Sivakugan
    Publisher: American Society of Civil Engineers
    Abstract: Although the consolidation settlements beneath foundations and embankments are rarely one dimensional, Terzaghi’s one-dimensional consolidation theory is often applied to these situations to approximate consolidation ...
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