0
  • DE
  • EN
  • FR
  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

Mark F. Randolph

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. Reul, Oliver / Randolph, Mark F. (2004): Design Strategies for Piled Rafts Subjected to Nonuniform Vertical Loading. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 130, n. 1 (janvier 2004).

    https://doi.org/10.1061/(ASCE)1090-0241(2004)130:1(1)

  2. Ismail, Mostafa A. / Joer, Hackmet A. / Sim, Wee H. / Randolph, Mark F. (2002): Effect of Cement Type on Shear Behavior of Cemented Calcareous Soil. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 128, n. 6 (juin 2002).

    https://doi.org/10.1061/(ASCE)1090-0241(2002)128:6(520)

  3. Bienen, Britta / Fan, Shengsheng / Schröder, Maximilian / Randolph, Mark F. (2021): Effect of the installation process on monopile lateral response. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 174, n. 5 (octobre 2021).

    https://doi.org/10.1680/jgeen.20.00219

  4. Randolph, Mark F. / Andersen, Knut H. (2006): Numerical Analysis of T-Bar Penetration in Soft Clay. Dans: International Journal of Geomechanics, v. 6, n. 6 (novembre 2006).

    https://doi.org/10.1061/(asce)1532-3641(2006)6:6(411)

  5. Levy, Nina H. / Einav, Itai / Randolph, Mark F. (2007): Effect of Recent Load History on Laterally Loaded Piles in Normally Consolidated Clay. Dans: International Journal of Geomechanics, v. 7, n. 4 (juillet 2007).

    https://doi.org/10.1061/(asce)1532-3641(2007)7:4(277)

  6. Zhou, Hongjie / Randolph, Mark F. (2007): Computational Techniques and Shear Band Development for Cylindrical and Spherical Penetrometers in Strain-Softening Clay. Dans: International Journal of Geomechanics, v. 7, n. 4 (juillet 2007).

    https://doi.org/10.1061/(asce)1532-3641(2007)7:4(287)

  7. Guo, Wei Dong / Chow, Y. K. / Randolph, Mark F. (2007): Torsional Piles in Two-Layered Nonhomogeneous Soil. Dans: International Journal of Geomechanics, v. 7, n. 6 (novembre 2007).

    https://doi.org/10.1061/(asce)1532-3641(2007)7:6(410)

  8. Yamamoto, Nobutaka / Randolph, Mark F. / Einav, Itai (2008): Simple Formulas for the Response of Shallow Foundations on Compressible Sands. Dans: International Journal of Geomechanics, v. 8, n. 4 (juillet 2008).

    https://doi.org/10.1061/(asce)1532-3641(2008)8:4(230)

  9. Hossain, Muhammad Shazzad / Randolph, Mark F. (2009): Effect of Strain Rate and Strain Softening on the Penetration Resistance of Spudcan Foundations on Clay. Dans: International Journal of Geomechanics, v. 9, n. 3 (mai 2009).

    https://doi.org/10.1061/(asce)1532-3641(2009)9:3(122)

  10. Zhu, Hongxia / Randolph, Mark F. (2010): Large Deformation Finite-Element Analysis of Submarine Landslide Interaction with Embedded Pipelines. Dans: International Journal of Geomechanics, v. 10, n. 4 (août 2010).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000054

  11. Osman, Ashraf S. / Randolph, Mark F. (2012): Analytical Solution for the Consolidation around a Laterally Loaded Pile. Dans: International Journal of Geomechanics, v. 12, n. 3 (juin 2012).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000123

  12. Dong, Xiaoyu / Zhang, Wangcheng / Shiri, Hodjat / Randolph, Mark F. (2021): Large deformation coupled analysis of embedded pipeline – Soil lateral interaction. Dans: Marine Structures, v. 78 (juillet 2021).

    https://doi.org/10.1016/j.marstruc.2021.102971

  13. Horikoshi, Kenichi / Randolph, Mark F. (1999): Estimation of Overall Settlement of Piled Rafts. Dans: Soils and Foundations, v. 39, n. 2 (avril 1999).

    https://doi.org/10.3208/sandf.39.2_59

  14. Bransby, M. Fraser / Randolph, Mark F. (1999): The Effect of Embedment Depth on the Undrained Response of Skirted Foundations to Combined Loading. Dans: Soils and Foundations, v. 39, n. 4 (août 1999).

    https://doi.org/10.3208/sandf.39.4_19

  15. DeJong, Jason T. / Randolph, Mark F. / White, David J. (2003): Interface Load Transfer Degradation During Cyclic Loading: A Microscale Investigation. Dans: Soils and Foundations, v. 43, n. 4 (août 2003).

    https://doi.org/10.3208/sandf.43.4_81

  16. Hu, Yuxia / Randolph, Mark F. (2002): Bearing Capacity of Caisson Foundations on Normally Consolidated Clay. Dans: Soils and Foundations, v. 42, n. 5 (octobre 2002).

    https://doi.org/10.3208/sandf.42.5_71

  17. DeJong, Jason T. / White, David J. / Randolph, Mark F. (2006): Microscale Observation and Modeling of Soil-Structure Interface Behavior Using Particle Image Velocimetry. Dans: Soils and Foundations, v. 46, n. 1 (février 2006).

    https://doi.org/10.3208/sandf.46.15

  18. Acosta-Martinez, Hugo E. / Gourvenec, Susan M. / Randolph, Mark F. (2008): An Experimental Investigation of a Shallow Skirted Foundation Under Compression and Tension. Dans: Soils and Foundations, v. 48, n. 2 (avril 2008).

    https://doi.org/10.3208/sandf.48.247

  19. Acosta-Martinez, Hugo E. / Gourvenec, Susan M. / Randolph, Mark F. (2010): Effect of Gapping on the Transient and Sustained Uplift Capacity of a Shallow Skirted Foundation in Clay. Dans: Soils and Foundations, v. 50, n. 5 (octobre 2010).

    https://doi.org/10.3208/sandf.50.725

  20. Quéau, Lucile M. / Kimiaei, Mehrdad / Randolph, Mark F. (2015): Approximation of the maximum dynamic stress range in steel catenary risers using artificial neural networks. Dans: Engineering Structures, v. 92 (juin 2015).

    https://doi.org/10.1016/j.engstruct.2015.02.025

  21. Hu, Pan / Cassidy, Mark J. / Randolph, Mark F. (2018): Bearing capacity on sand overlying clay: An analytical model for predicting post peak behaviour. Dans: Marine Structures, v. 59 (mai 2018).

    https://doi.org/10.1016/j.marstruc.2018.01.004

Rechercher une publication...

Disponible seulement avec
Mon Structurae

Texte intégral
Structurae coopère avec
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine