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    Freeze-Thaw Dewatering and Structural Enhancement of Fine Coal Tails 

    Source: Journal of Cold Regions Engineering:;1995:;Volume ( 009 ):;issue: 003
    Author(s): R. P. Stahl; D. C. Sego
    Publisher: American Society of Civil Engineers
    Abstract: An 18.2-ha coal tailings impoundment that reached full capacity in 1989 has since been undergoing reclamation activities. The impoundment is sectioned into coarse, intermediate, and fine tails regions. The fine tails region, ...
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    In Situ Ground Freezing to Obtain Undisturbed Samples of Loose Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 011
    Author(s): B. A. Hofmann; D. C. Sego; P. K. Robertson
    Publisher: American Society of Civil Engineers
    Abstract: In situ ground freezing with liquid nitrogen can be an excellent technique for obtaining high quality undisturbed samples from a wide range of loose sand deposits, with their in situ conditions preserved. This paper describes ...
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    Release of Contaminants from Melting Spray Ice of Industrial Wastewaters 

    Source: Journal of Cold Regions Engineering:;2004:;Volume ( 018 ):;issue: 001
    Author(s): W. Gao; D. W. Smith; D. C. Sego
    Publisher: American Society of Civil Engineers
    Abstract: This study was carried out to investigate organic and inorganic contaminant removal from melting spray ice produced from aerated stabilization basin treated pulp mill wastewater and the oil sands tailings pond water. The ...
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    Freezing Temperatures of Freely Falling Industrial Wastewater Droplets 

    Source: Journal of Cold Regions Engineering:;2000:;Volume ( 014 ):;issue: 003
    Author(s): W. Gao; D. W. Smith; D. C. Sego
    Publisher: American Society of Civil Engineers
    Abstract: Spray freezing technology has been used in ice building construction in cold regions and artificial snow making. The spray freezing process involves heat and mass transfer and ice nucleation. The freezing temperature of ...
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    Long-Term Pile Load Testing System Performance in Saline and Ice-Rich Permafrost 

    Source: Journal of Cold Regions Engineering:;1996:;Volume ( 010 ):;issue: 003
    Author(s): K. W. Biggar; D. C. Sego; R. P. Stahl
    Publisher: American Society of Civil Engineers
    Abstract: A long-term pile load testing program was completed at two distant early warning (DEW) line sites; two piles were embedded into a tabular ice body, and three in a saline fine-grained soil. The piles were loaded in compression ...
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    Enlarged Base (Belled) Piles for Use in Ice or Ice-Rich Permafrost 

    Source: Journal of Cold Regions Engineering:;2003:;Volume ( 017 ):;issue: 002
    Author(s): D. C. Sego; K. W. Biggar; G. Wong
    Publisher: American Society of Civil Engineers
    Abstract: The influence of enlarging the base of a pile on the total and end bearing capacities of a pile in ice-rich permafrost is evaluated along with the principles used to evaluate the total capacity of uniform diameter and ...
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    Scour of Cohesive Soil by Submerged Circular Turbulent Impinging Jets 

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 007
    Author(s): K. A. Mazurek; N. Rajaratnam; D. C. Sego
    Publisher: American Society of Civil Engineers
    Abstract: This paper introduces a method for estimating the scour in cohesive soils produced by a submerged vertical circular turbulent impinging jet. Determining scour in cohesive soils is a complex problem, partly because the clay ...
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    Shear-Wave Velocity to Evaluate In-Situ State of Ottawa Sand 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 003
    Author(s): P. K. Robertson; S. Sasitharan; J. C. Cunning; D. C. Sego
    Publisher: American Society of Civil Engineers
    Abstract: The initial state of a sand, defined by the void ratio and effective mean normal stress, can be used to predict its large-strain response. Laboratory studies have shown that the shear-wave velocity of a sand is controlled ...
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