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    Fabric‐Reinforced, Mortar‐Faced, Foam‐Core Sandwich Panels 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 005
    Author(s): Robert Nicholls
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the construction of structural sandwich panels by wrapping reinforcing fabric around a foam board, then dipping it in a mortar slurry and screeding away excess mortar. A design procedure is described ...
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    Strength, Toughness: Mineral Wool‐Polyethylene Pulp‐Reinforced Mortars 

    Source: Journal of Materials in Civil Engineering:;1991:;Volume ( 003 ):;issue: 004
    Author(s): Robert Nicholls
    Publisher: American Society of Civil Engineers
    Abstract: Mortar sheet products can be made stiff and brittle by reinforcing with stiff fibers having strong chemical bonding to cement paste, such as asbestos. They can be made tough and pliable by reinforcing with softer fibers ...
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    Closure to “<i>Backfill‐Stiffened Foundation Wall Design</i>” by Robert Nicholls (November, 1992, Vol. 118, No. 11) 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 012
    Author(s): Robert Nicholls
    Publisher: American Society of Civil Engineers
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    Backfill‐Stiffened Foundation Wall Design 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 011
    Author(s): Robert Nicholls
    Publisher: American Society of Civil Engineers
    Abstract: Foundation walls have been formed by assembling lightweight sandwich panels without a crane, then pouring lightweight concrete fill between the panels and surrounding excavation. The wet fill exerts low pressure on the ...
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    Optimization of AASHTO DNPS86 Pavement Design Program 

    Source: Journal of Transportation Engineering, Part A: Systems:;1991:;Volume ( 117 ):;issue: 002
    Author(s): Robert Nicholls
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes an optimization program supplement to the DNPS86 pavement design computer program to produce a minimum‐cost combination of pavement layer thicknesses. The DNPS86 program has been made a subroutine of ...
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    Construction of Grout‐Impregnated Fabric‐Reinforced Pipes 

    Source: Journal of Construction Engineering and Management:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Robert Nicholls
    Publisher: American Society of Civil Engineers
    Abstract: A method is evaluated for constructing pipes by injecting grout between an inner tube that can be inflated and an outer tube comprising a reinforcing mat in a fabric envelope. The mat is open‐textured to allow easy ...
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    Sandwich‐Barrel Shell Construction by Inflation 

    Source: Journal of Construction Engineering and Management:;1991:;Volume ( 117 ):;issue: 001
    Author(s): Robert Nicholls
    Publisher: American Society of Civil Engineers
    Abstract: Fabric‐reinforced mortar faces on expanded polystyrene (EPS) core structural sandwich construction is used for low‐cost quonset buildings. The construction, especially suitable for warehousing and agricultural buildings, ...
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    Model Tests and Economics of Inflated Evaporative Fabric Cooling Domes 

    Source: Journal of Energy Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author(s): Robert Nicholls
    Publisher: American Society of Civil Engineers
    Abstract: An inflated fabric cooling dome is evaluated as an alternative to forced draft wet cooling towers for power plants. It consists of a central standpipe through which the hot water flows onto the surface of an inflated ...
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    Fold and Bond Construction of Cement Laminate Structural Shapes 

    Source: Journal of Materials in Civil Engineering:;1989:;Volume ( 001 ):;issue: 003
    Author(s): Robert Nicholls; Vistasp Karbhari
    Publisher: American Society of Civil Engineers
    Abstract: The ease with which fabric‐reinforced cement mortar laminates can be folded leads to studying the behavior of folded plate structural shapes made by this method. Sandwich panels having fabric‐reinforced cement mortar faces ...
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    Buckling of Fabric‐Reinforced Concrete Shells 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 004
    Author(s): Robert Nicholls; Joan Freeman
    Publisher: American Society of Civil Engineers
    Abstract: A series of fabric‐reinforced concrete shells are tested for buckling under uniform normal pressure in an air chamber. The test results are compared with previous experimental results for steelreinforced concrete shells, ...
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