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    Review of Variables that Influence Measured Concrete Compressive Strength 

    Source: Journal of Materials in Civil Engineering:;1991:;Volume ( 003 ):;issue: 002
    Author(s): David N. Richardson
    Publisher: American Society of Civil Engineers
    Abstract: This paper summarizes the many variables that can affect the measured compressive strength of concrete cylinders. The paper includes the whole testing process: sampling, casting, initial curing, transporting, laboratory ...
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    AASHTO Layer Coefficients for Cement-Stabilized Soil Bases 

    Source: Journal of Materials in Civil Engineering:;1996:;Volume ( 008 ):;issue: 002
    Author(s): David N. Richardson
    Publisher: American Society of Civil Engineers
    Abstract: Layer coefficients of cement-stabilized soil were determined for use in the American Association of State Highway and Transportation Officials (AASHTO) pavement design method. The soils were an A-3 fine sand and an A-6 ...
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    Drainability Characteristics of Granular Pavement Base Material 

    Source: Journal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 005
    Author(s): David N. Richardson
    Publisher: American Society of Civil Engineers
    Abstract: A study was undertaken to determine the drainability characteristics of several types of unbound granular materials that are used in pavement bases. From the literature, testing concerns were identified and analyzed. ...
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    Concrete Production Plant Variables Affecting Flexural Strength Relative to Compressive Strength 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 008
    Author(s): David N. Richardson; Brent A. Whitwell
    Publisher: American Society of Civil Engineers
    Abstract: Some project specifications allow the substitution of compressive strength for flexural strength testing for the quality control of projects in which flexural strength is the critical type of strength, such as for pavements. ...
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    Guayule Plant Extracts as Recycling Agents in Hot Mix Asphalt with High Reclaimed Binder Content 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 010
    Author(s): Steven M. Lusher; David N. Richardson
    Publisher: American Society of Civil Engineers
    Abstract: Increased usage of reclaimed asphalt pavement (RAP) and reclaimed asphalt roofing shingles (RAS) in hot mix asphalt (HMA) has increased the need for recycling agents intended to return the age-hardened RAP/RAS binder ...
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    Shale Durability Rating System Based on Loss of Shear Strength 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 012
    Author(s): David N. Richardson; Timothy T. Wiles
    Publisher: American Society of Civil Engineers
    Abstract: A durability rating system is developed to assist in the classification of shale that is to be used in compacted embankments. The system is based on the loss of shear strength due to the intrusion of water. Nine different ...
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    Soil‐Shrinkage Induced Structural Failure 

    Source: Journal of Performance of Constructed Facilities:;1987:;Volume ( 001 ):;issue: 004
    Author(s): David N. Richardson; Richard W. Stephenson; Daniel Molloy
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes an investigation into the causes of structural damage to a retirement home and the subsequent rehabilitation project. The investigation revealed that the damage was caused by shrinkage of the soils ...
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    Effect of Contamination on Reinforcing Bar-Concrete Bond 

    Source: Journal of Performance of Constructed Facilities:;2010:;Volume ( 024 ):;issue: 003
    Author(s): Abdeldjelil Belarbi; David N. Richardson; Matthew K. Swenty; Lawrence H. Taber
    Publisher: American Society of Civil Engineers
    Abstract: Current specifications require the removal of reinforcing bar contaminants that reduce bond prior to placing concrete. This study focused on the interactions of contaminant type, bar size, epoxy coating, concrete strength, ...
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