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    Interpretation of Pile Acceptance Criteria from Deficient Data 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 010
    Author(s): Shenbaga R. Kaniraj
    Publisher: American Society of Civil Engineers
    Abstract: The Indian Standard, IS:2911 (Part 4) and the Australian Standard, AS 2159-1995, specify the acceptance criteria for piles tested in compression. These criteria can be applied only if the settlement of the pile is large ...
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    Bearing Capacity of Nonhomogeneous Clay Layers under Embankments 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author(s): Shenbaga R. Kaniraj
    Publisher: American Society of Civil Engineers
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    Stability Analysis of Reinforced Embankments on Soft Soils 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 012
    Author(s): Shenbaga R. Kaniraj; Hasan Abdullah
    Publisher: American Society of Civil Engineers
    Abstract: Recent advances in polymeric materials have opened up a new alternative of providing additional stability to embankments on soft soils by incorporating polymeric reinforcement in the form of sheet or grid at the base of ...
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    Factors Influencing the Strength of Cement Fly Ash Base Courses 

    Source: Journal of Transportation Engineering, Part A: Systems:;2003:;Volume ( 129 ):;issue: 005
    Author(s): Shenbaga R. Kaniraj; V. Gayathri
    Publisher: American Society of Civil Engineers
    Abstract: Fly ash is a waste produced in coal-fired thermal power stations. It has pozzolonic properties and can therefore be stabilized with either cement or lime to achieve the strength required for use as base courses in pavements. ...
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    Permeability and Consolidation Characteristics of Compacted Fly Ash 

    Source: Journal of Energy Engineering:;2004:;Volume ( 130 ):;issue: 001
    Author(s): Shenbaga R. Kaniraj; V. Gayathri
    Publisher: American Society of Civil Engineers
    Abstract: Detailed testing regarding geotechnical utilization was carried out on fly ash from the Dadri thermal power station. The chemical composition and physical properties of the fly ash were determined. The morphology of the ...
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    Closure to “Permeability and Consolidation Characteristics of Compacted Fly Ash” by Shenbaga R. Kaniraj and V. Gayathri 

    Source: Journal of Energy Engineering:;2005:;Volume ( 131 ):;issue: 003
    Author(s): Shenbaga R. Kaniraj; V. Gayathri
    Publisher: American Society of Civil Engineers
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    Interpretation of Pile Acceptance Criteria from Deficient Data 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author(s): Adrian F. K. Yong; Shenbaga R. Kaniraj
    Publisher: American Society of Civil Engineers
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    Behavior of Cement-Stabilized Fiber-Reinforced Fly Ash-Soil Mixtures 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 007
    Author(s): Shenbaga R. Kaniraj; Vasant G. Havanagi
    Publisher: American Society of Civil Engineers
    Abstract: An experimental program was undertaken to study the individual and combined effects of randomly oriented fiber inclusions and cement stabilization on the geotechnical characteristics of fly ash-soil mixtures. An Indian fly ...
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    Correlation Analysis of Laboratory Compaction of Fly Ashes 

    Source: Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management:;2001:;Volume ( 005 ):;issue: 001
    Author(s): Shenbaga R. Kaniraj; Vasant G. Havanagi
    Publisher: American Society of Civil Engineers
    Abstract: Fly ash, a waste from thermal power stations, has been used in many countries to build highway embankments, fills, landfill liners, and covers. The maximum dry density (MDD) and optimum moisture content (OMC) of fly ash ...
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