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Publicité

Paul W. Mayne

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. Mayne, Paul W. / Dumas, Chris (1997): Enhanced in Situ Geotechnical Testing for Bridge Foundation Analysis. Dans: Transportation Research Record: Journal of the Transportation Research Board, v. 1569, n. 1 (janvier 1997).

    https://doi.org/10.3141/1569-04

  2. Ouyang, Zhongkun / Mayne, Paul W. (2024): Evaluating friction angles for clays: piezocone tests compared with Atterberg limits. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 177, n. 2 (avril 2024).

    https://doi.org/10.1680/jgeen.22.00135

  3. Mayne, Paul W. / Jones, John S. / Dumas, Jean C. (1984): Ground Response to Dynamic Compaction. Dans: Journal of Geotechnical Engineering (ASCE), v. 110, n. 6 (juin 1984).

    https://doi.org/10.1061/(ASCE)0733-9410(1984)110:6(757)

  4. Mayne, Paul W. / Poulos, Harry G. (1999): Approximate Displacement Influence Factors for Elastic Shallow Foundations. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 125, n. 6 (juin 1999).

    https://doi.org/10.1061/(ASCE)1090-0241(1999)125:6(453)

  5. Ouyang, Zhongkun / Mayne, Paul W. (2017): Effective friction angle of soft to firm clays from flat dilatometer. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 170, n. 2 (avril 2017).

    https://doi.org/10.1680/jgeen.16.00073

  6. Ku, Taeseo / Mayne, Paul W. (2014): Stress history profiling in soils using OCD–G0anisotropy relationship. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 167, n. 5 (octobre 2014).

    https://doi.org/10.1680/geng.13.00023

  7. Mayne, Paul W. / Holtz, Robert D. (1988): Profiling Stress History from Piezocone Soundings. Dans: Soils and Foundations, v. 28, n. 1 (mars 1988).

    https://doi.org/10.3208/sandf1972.28.16

  8. Mayne, Paul W. (1985): A Review of Undrained Strength in Direct Simple Shear. Dans: Soils and Foundations, v. 25, n. 3 (septembre 1985).

    https://doi.org/10.3208/sandf1972.25.3_64

  9. Mayne, Paul W. (1991): Determination of OCR in Clays by Piezocone Tests Using Cavity Expansion and Critical State Concepts. Dans: Soils and Foundations, v. 31, n. 2 (juin 1991).

    https://doi.org/10.3208/sandf1972.31.2_65

  10. Mayne, Paul W. / Rix, Glenn J. (1995): Correlations Between Shear Wave Velocity and Cone Tip Resistance in Natural Clays. Dans: Soils and Foundations, v. 35, n. 2 (juin 1995).

    https://doi.org/10.3208/sandf1972.35.2_107

  11. Burns, Susan E. / Mayne, Paul W. (2002): Analytical Cavity Expansion-Critical State Model for Piezocone Dissipation in Fine-Grained Soils. Dans: Soils and Foundations, v. 42, n. 2 (avril 2002).

    https://doi.org/10.3208/sandf.42.2_131

  12. Juang, C. Hsein / Chen, Chien-Hsun / Mayne, Paul W. (2008): CPTu Simplified Stress-Based Model for Evaluating Soil Liquefaction Potential. Dans: Soils and Foundations, v. 48, n. 6 (décembre 2008).

    https://doi.org/10.3208/sandf.48.755

  13. Mayne, Paul W. / Hover, Kenneth C. / Kulhawy, Fred H. (1994): Microconcrete for model drilled shaft foundations. Dans: Construction and Building Materials, v. 8, n. 2 (juin 1994).

    https://doi.org/10.1016/s0950-0618(09)90022-8

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