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David N. Richardson

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Richardson, David N. (1997): Drainability Characteristics of Granular Pavement Base Material. Dans: Journal of Transportation Engineering, v. 123, n. 5 (septembre 1997).

    https://doi.org/10.1061/(asce)0733-947x(1997)123:5(385)

  2. Lusher, Steven M. / Richardson, David N. (2015): Guayule Plant Extracts as Recycling Agents in Hot Mix Asphalt with High Reclaimed Binder Content. Dans: Journal of Materials in Civil Engineering (ASCE), v. 27, n. 10 (octobre 2015).

    https://doi.org/10.1061/(asce)mt.1943-5533.0001238

  3. Richardson, David N. / Whitwell, Brent A. (2014): Concrete Production Plant Variables Affecting Flexural Strength Relative to Compressive Strength. Dans: Journal of Materials in Civil Engineering (ASCE), v. 26, n. 8 (août 2014).

    https://doi.org/10.1061/(asce)mt.1943-5533.0001079

  4. Richardson, David N. (1991): Review of Variables that Influence Measured Concrete Compressive Strength. Dans: Journal of Materials in Civil Engineering (ASCE), v. 3, n. 2 (mai 1991).

    https://doi.org/10.1061/(asce)0899-1561(1991)3:2(95)

  5. Richardson, David N. (1996): AASHTO Layer Coefficients for Cement-Stabilized Soil Bases. Dans: Journal of Materials in Civil Engineering (ASCE), v. 8, n. 2 (mai 1996).

    https://doi.org/10.1061/(asce)0899-1561(1996)8:2(83)

  6. Richardson, David N. / Stephenson, Richard W. / Molloy, Daniel (1987): Soil‐Shrinkage Induced Structural Failure. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 1, n. 4 (novembre 1987).

    https://doi.org/10.1061/(asce)0887-3828(1987)1:4(219)

  7. Belarbi, Abdeldjelil / Richardson, David N. / Swenty, Matthew K. / Taber, Lawrence H. (2010): Effect of Contamination on Reinforcing Bar-Concrete Bond. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 24, n. 3 (juin 2010).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000091

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