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    Stabilization of Quarry Fines Using a Polymeric Additive and Portland Cement 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 001
    Author(s): Site Onyejekwe; Gurmel S. Ghataora
    Publisher: American Society of Civil Engineers
    Abstract: The effect of treating limestone quarry fines (LQFs) with a commercially available liquid polymeric soil stabilizer, and a combination of the polymeric soil stabilizer and a small quantity (4%) of portland cement was ...
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    Effect of Fiber Inclusions on Flexural Strength of Soils Treated with Nontraditional Additives 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 008
    Author(s): Site Onyejekwe; Gurmel S. Ghataora
    Publisher: American Society of Civil Engineers
    Abstract: The effect of randomly oriented discrete synthetic fiber inclusions on the properties of soils treated with proprietary liquid chemical stabilization additives was evaluated in a laboratory-based investigation. Mercia ...
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    Stabilization of Quarry Fines Using a Polymeric Additive and Portland Cement 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 001
    Author(s): Site Onyejekwe; Gurmel S. Ghataora
    Publisher: American Society of Civil Engineers
    Abstract: The effect of treating limestone quarry fines (LQFs) with a commercially available liquid polymeric soil stabilizer, and a combination of the polymeric soil stabilizer and a small quantity (4%) of portland cement was ...
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    Effect of Initial Consolidation Condition on Postcyclic Undrained Monotonic Shear Behavior of Mississippi River Valley Silt 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Shuying Wang; Ronaldo Luna; Site Onyejekwe
    Publisher: American Society of Civil Engineers
    Abstract: The postcyclic undrained monotonic shear behavior of Mississippi River Valley (MRV) silt is investigated by carrying out triaxial tests under various initial consolidation conditions. Results show that the variation of ...
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    Effect of Previous Cyclic Shearing on Liquefaction Resistance of Mississippi River Valley Silt 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 010
    Author(s): Shuying Wang; Junsheng Yang; Site Onyejekwe
    Publisher: American Society of Civil Engineers
    Abstract: Liquefied silty soil can experience repeated liquefaction as a result of aftershocks or other subsequent earthquake events, which can be considered to be previous cyclic loading. The effect of previous cyclic loading on ...
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