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    Textural Alterations in Coal Fly Ash due to Alkali Activation 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 011
    Author(s): Nevin Koshy; D. N. Singh
    Publisher: American Society of Civil Engineers
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    Utilization of Dredged Sediments: Contemporary Issues 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2017:;Volume ( 143 ):;issue: 003
    Author(s): Shetty Rakshith; D. N. Singh
    Publisher: American Society of Civil Engineers
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    Establishing Soil-Water Characteristic Curve of a Fine-Grained Soil from Electrical Measurements 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 005
    Author(s): B. Hanumantha Rao; D. N. Singh
    Publisher: American Society of Civil Engineers
    Abstract: Application of a pressure membrane extractor (PME) to establish soil-water characteristic curve (SWCC) of fine-grained soils, in 0–1,500 kPa range, is well established. However, this technique requires testing of several ...
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    Soil–Radionuclide Interaction under Varied Experimental Conditions 

    Source: Journal of Hazardous, Toxic, and Radioactive Waste:;2017:;Volume ( 021 ):;issue: 001
    Author(s): R. R. Rakesh; D. N. Singh; R. N. Nair
    Publisher: American Society of Civil Engineers
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    Determination of Thermal Regime in Sandy Soils: Mathematical Framework ATHERES 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 009
    Author(s): Somenath Mondal; Vikas Sharma; D. N. Singh; M. S. Baghini
    Publisher: American Society of Civil Engineers
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    Methodology for Determining Particle-Size Distribution Characteristics of Fly Ashes 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 005
    Author(s): S. Shanthakumar; D. N. Singh; R. C. Phadke
    Publisher: American Society of Civil Engineers
    Abstract: Particle size of the fly ash governs its utilization in various engineering projects. This could be obtained by either conducting dry- and wet-sieving or hydrometer analysis. Though, for a material with a particle size less than
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    Rapid Chloride Ion Permeability of OPC- and PPC-Based Carbonated Concrete 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 005
    Author(s): B. B. Das; D. N. Singh; S. P. Pandey
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the measurement of rapid chloride ion permeability (charge passed) values through carbonated and non carbonated ordinary portland cement (OPC)– and portland pozzolana cement (PPC)-based concretes. When ...
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    Three-Dimensional Finite Element Analysis of Underground Caverns 

    Source: International Journal of Geomechanics:;2004:;Volume ( 004 ):;issue: 003
    Author(s): K. R. Dhawan; D. N. Singh; I. D. Gupta
    Publisher: American Society of Civil Engineers
    Abstract: Detailed performance monitoring studies have been carried out for determining the deformations and stress distribution around underground powerhouse caverns in nonhomogeneous rock mass, using three-dimensional finite element ...
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    Statistical Analysis for Prediction of Distribution Coefficient of Soil-Contaminant System 

    Source: Journal of Environmental Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author(s): Pankaj Pathak; D. N. Singh; P. R. Apte; G. G. Pandit
    Publisher: American Society of Civil Engineers
    Abstract: The soil-contaminant interaction is significantly influenced by various attributes of soil and contaminant, and it can be quantified by employing a term known as
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    Influences of Initial Water Content and Roughness on Skin Friction of Piles Using FBG Technique 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 004
    Author(s): L. Borana; J. H. Yin; D. N. Singh; S. K. Shukla; H. F. Pei
    Publisher: American Society of Civil Engineers
    Abstract: A series of pullout tests were conducted on a model pile in a soil with different initial water contents and different pile surface roughnesses to study their influences on pile skin friction. To measure axial strains and ...
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