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    Discussion of “Addressing Sulfate-Induced Heave in Lime Treated Soils” by Dallas N. Little, Syam Nair, and Bruce Herbert 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 008
    Author(s): Binu Stanley; Bishwajit Chowdhury; Asadul Haque
    Publisher: American Society of Civil Engineers
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    Influence of Cyclic Stress Pulse Shapes on Filtration Behavior of Railway Subballast 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 002
    Author(s): Mau Chung Ip; Asadul Haque; Abdelmalek Bouazza
    Publisher: American Society of Civil Engineers
    Abstract: Filtration behavior of subballast materials subjected to different cyclic stress pulse shapes at frequencies of 5 Hz and 10 Hz was investigated in the laboratory. Clayey silt was used as a base soil while graded crushed ...
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    Theoretical p-y Curves for Laterally Loaded Single Piles in Undrained Clay Using Bezier Curves 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Jayantha Kodikara; Asadul Haque; Kah Ying Lee
    Publisher: American Society of Civil Engineers
    Abstract: An alternative method was introduced for predicting the nonlinear
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    Cyclic Filtration Apparatus for Testing Subballast under Rail Track 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author(s): Asadul Haque; Ehteshamul Kabir; Abdelmalek Bouazza
    Publisher: American Society of Civil Engineers
    Abstract: An apparatus capable of testing subballast-subgrade filtration behavior under cyclic loading is presented. The apparatus can be used to accurately monitor the pressure fluctuations, permeability of the filtration system, ...
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    Improvement of Problematic Soils by Lime Slurry Pressure Injection: Case Study 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 010
    Author(s): Alex Wilkinson; Asadul Haque; Jayantha Kodikara; John Adamson; David Christie
    Publisher: American Society of Civil Engineers
    Abstract: Lime slurry pressure injection (LSPI) is a stabilization operation used in problematic soils by transportation industries with the aim of improving the geotechnical properties and bringing excessive maintenance costs to ...
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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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    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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    DEM Modeling of the Load-Bearing Mechanisms of Rock-Socketed Piles with Soft Interface Materials 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 007:;page 04024049-1
    Author(s): Arun Kumar Murali; Asadul Haque; Ha H. Bui; Khoa M. Tran
    Publisher: American Society of Civil Engineers
    Abstract: The load-carrying capacity of rock-socketed piles depends on the shaft resistance at the pile-rock interface which is governed by the interactions between the pile, rock, and soft interface materials (smear or infill). ...
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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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