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    Influence of Biofilm on Barrier Material Performance 

    Source: Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management:;2005:;Volume ( 009 ):;issue: 004
    Author(s): John L. Daniels; Raghuram Cherukuri
    Publisher: American Society of Civil Engineers
    Abstract: Experimental work was conducted to investigate the influence of biofilm on the hydraulic conductivity and desiccation characteristics of two barrier soils. Bacteria were used to prepare solutions of varying concentration ...
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    Contaminant Barrier Material Textural Response to Interaction with Aqueous Polymers 

    Source: Journal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 003
    Author(s): John L. Daniels; Hilary I. Inyang
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation of the use of polymers dissolved in aqueous solutions to enhance the resistance of clay-based barrier materials to freeze-thaw action and desiccation was performed. The polymers considered ...
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    Chemically Induced Water Repellency and the Freeze–Thaw Durability of Soils 

    Source: Journal of Cold Regions Engineering:;2020:;Volume ( 034 ):;issue: 003
    Author(s): Masrur Mahedi; Sajjad Satvati; Bora Cetin; John L. Daniels
    Publisher: ASCE
    Abstract: Organosilane (OS) is a silicon-based coupling agent capable of producing hydrophobicity in soils. This study evaluated the applicability of OS in reducing the freeze–thaw impacts on subgrade soils. A frost-susceptible soil ...
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    Specific Surface Area of Barrier Mixtures at Various Outgas Temperatures 

    Source: Journal of Environmental Engineering:;2004:;Volume ( 130 ):;issue: 008
    Author(s): John L. Daniels; Hilary I. Inyang; Michael Brochu, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: Specific surface area (SSA) values for Fe–smectite alone and mixtures comprising varying proportions of glacial till were determined by nitrogen-adsorption Brunauer–Emmett–Teller analysis under different outgassing ...
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    Verification of Contaminant Sorption by Soil–Bentonite Barrier Materials Using Scanning Electron Microscopy/Energy Dispersive X-Ray Spectrometry 

    Source: Journal of Environmental Engineering:;2004:;Volume ( 130 ):;issue: 008
    Author(s): John L. Daniels; Hilary I. Inyang; Calvin C. Chien
    Publisher: American Society of Civil Engineers
    Abstract: The performance of a soil–bentonite barrier material as a sorbent for heavy metals was investigated in the laboratory using an influent containing 20 mg/L of
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    Durability of Boston Blue Clay in Waste Containment Applications 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 002
    Author(s): John L. Daniels; Hilary I. Inyang; Iskandar K. Iskandar
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation of the durability of natural and polymer-amended Boston Blue Clay (BBC) used in waste containment applications was conducted. Durability was assessed in terms of hydraulic conductivity and ...
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    Field Considerations for Calcium Chloride Modification of Soil-Cement 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 001
    Author(s): Benjamin F. Bowers; John L. Daniels; J. Brian Anderson
    Publisher: American Society of Civil Engineers
    Abstract: Calcium chloride (
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    Contact Angle Measurements for Use in Specifying Organosilane-Modified Coal Combustion Fly Ash 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 009
    Author(s): Jenberu L. Feyyisa; John L. Daniels; Miguel A. Pando
    Publisher: American Society of Civil Engineers
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    Pollution Intrusion on Soil-Pavement System 

    Source: Journal of Transportation Engineering, Part A: Systems:;2004:;Volume ( 130 ):;issue: 004
    Author(s): Hsai-Yang Fang; John L. Daniels; Tae-Hyung Kim
    Publisher: American Society of Civil Engineers
    Abstract: The performance of both flexible and rigid pavement is a function of the constituent materials and their susceptibility to physical and chemical stress and degradation. To that end, specific phenomena that accompany and ...
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    Effect of Temperature on pH, Conductivity, and Strength of Lime-Stabilized Soil 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 003
    Author(s): Yang Zhang; John L. Daniels; Bora Cetin; Immanuel Kyle Baucom
    Publisher: ASCE
    Abstract: Lime is often used to increase strength, reduce compressibility, and reduce moisture sensitivity in soils with moderate to high plasticity. In the case of road construction, state agencies typically have specifications ...
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