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

Publicité

M. 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. Nicola, A. De / Randolph, M. F. (1997): The plugging behaviour of driven and jacked piles in sand. Dans: Géotechnique, v. 47, n. 4 (septembre 1997).

    https://doi.org/10.1680/geot.1997.47.4.841

  2. Guo, W. D. / Randolph, M. F. (1999): An efficient approach for settlement prediction of pile groups. Dans: Géotechnique, v. 49, n. 2 (avril 1999).

    https://doi.org/10.1680/geot.1999.49.2.161

  3. Ismail, M. A. / Joer, H. A. / Randolph, M. F. / Meritt, A. (2002): Cementation of porous materials using calcite. Dans: Géotechnique, v. 52, n. 5 (juin 2002).

    https://doi.org/10.1680/geot.2002.52.5.313

  4. Reul, O. / Randolph, M. F. (2003): Piled rafts in overconsolidated clay: comparison of in situ measurements and numerical analyses. Dans: Géotechnique, v. 53, n. 3 (avril 2003).

    https://doi.org/10.1680/geot.2003.53.3.301

  5. Horikoshi, K. / Randolph, M. F. (1996): Centrifuge modelling of piled raft foundations on clay. Dans: Géotechnique, v. 46, n. 4 (décembre 1996).

    https://doi.org/10.1680/geot.1996.46.4.741

  6. Randolph, M. F. / Wroth, C. P. (1981): Application of the failure state in undrained simple shear to the shaft capacity of driven piles. Dans: Géotechnique, v. 31, n. 1 (mars 1981).

    https://doi.org/10.1680/geot.1981.31.1.143

  7. Horikoshi, K. / Randolph, M. F. (1998): A contribution to optimum design of piled rafts. Dans: Géotechnique, v. 48, n. 3 (juin 1998).

    https://doi.org/10.1680/geot.1998.48.3.301

  8. Bransby, M. F. / Randolph, M. F. (1998): Combined loading of skirted foundations. Dans: Géotechnique, v. 48, n. 5 (octobre 1998).

    https://doi.org/10.1680/geot.1998.48.5.637

  9. Murff, J. D. / Wagner, D. A. / Randolph, M. F. (1989): Pipe penetration in cohesive soil. Dans: Géotechnique, v. 39, n. 2 (juin 1989).

    https://doi.org/10.1680/geot.1989.39.2.213

  10. Randolph, M. F. / Houlsby, G. T. (1984): The limiting pressure on a circular pile loaded laterally in cohesive soil. Dans: Géotechnique, v. 34, n. 4 (décembre 1984).

    https://doi.org/10.1680/geot.1984.34.4.613

  11. Lee, K. K. / Cassidy, M. J. / Randolph, M. F. (2013): Bearing capacity on sand overlying clay soils: experimental and finite-element investigation of potential punch-through failure. Dans: Géotechnique, v. 63, n. 15 (décembre 2013).

    https://doi.org/10.1680/geot.12.P.175

  12. Cassidy, M. J. / Byrne, B. W. / Randolph, M. F. (2004): A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay. Dans: Géotechnique, v. 54, n. 2 (mars 2004).

    https://doi.org/10.1680/geot.2004.54.2.91

  13. Chatterjee, S. / Randolph, M. F. / White, D. J. (2012): The effects of penetration rate and strain softening on the vertical penetration resistance of seabed pipelines. Dans: Géotechnique, v. 62, n. 7 (juillet 2012).

    https://doi.org/10.1680/geot.10.P.075

  14. Horikoshi, K. / Randolph, M. F. (1997): On the definition of raft—soil stiffness ratio for rectangular rafts. Dans: Géotechnique, v. 47, n. 5 (octobre 1997).

    https://doi.org/10.1680/geot.1997.47.5.1055

  15. Nicola, A. De / Randolph, M. F. (1999): Centrifuge modelling of pipe piles in sand under axial loads. Dans: Géotechnique, v. 49, n. 3 (juin 1999).

    https://doi.org/10.1680/geot.1999.49.3.295

  16. Hossain, M. S. / Hu, Y. / Randolph, M. F. / White, D. J. (2005): Limiting cavity depth for spudcan foundations penetrating clay. Dans: Géotechnique, v. 55, n. 9 (novembre 2005).

    https://doi.org/10.1680/geot.2005.55.9.679

  17. Low, H. E. / Lunne, T. / Andersen, K. H. / Sjursen, M. A. / Li, X. / Randolph, M. F. (2010): Estimation of intact and remoulded undrained shear strengths from penetration tests in soft clays. Dans: Géotechnique, v. 60, n. 11 (novembre 2010).

    https://doi.org/10.1680/geot.9.P.017

  18. Yi, J. T. / Goh, S. H. / Lee, F. H. / Randolph, M. F. (2012): A numerical study of cone penetration in fine-grained soils allowing for consolidation effects. Dans: Géotechnique, v. 62, n. 8 (août 2012).

    https://doi.org/10.1680/geot.8.P.155

  19. Randolph, M. F. / Dolwin, R. / Beck, R. (1994): Design of driven piles in sand. Dans: Géotechnique, v. 44, n. 3 (septembre 1994).

    https://doi.org/10.1680/geot.1994.44.3.427

  20. Randolph, M. F. / Leong, E. C. / Houlsby, G. T. (1991): One-dimensional analysis of soil plugs in pipe piles. Dans: Géotechnique, v. 41, n. 4 (décembre 1991).

    https://doi.org/10.1680/geot.1991.41.4.587

  21. Randolph, M. F. / Carter, J. P. / Wroth, C. P. (1979): Driven piles in clay—the effects of installation and subsequent consolidation. Dans: Géotechnique, v. 29, n. 4 (décembre 1979).

    https://doi.org/10.1680/geot.1979.29.4.361

  22. Randolph, M. F. / Wroth, C. P. (1979): An analysis of the vertical deformation of pile groups. Dans: Géotechnique, v. 29, n. 4 (décembre 1979).

    https://doi.org/10.1680/geot.1979.29.4.423

  23. Stewart, D. P. / Jewell, R. J. / Randolph, M. F. (1994): Design of piled bridge abutments on soft clay for loading from lateral soil movements. Dans: Géotechnique, v. 44, n. 2 (juin 1994).

    https://doi.org/10.1680/geot.1994.44.2.277

  24. Stewart, D. P. / Jewell, R. J. / Randolph, M. F. (1993): Numerical modelling of piled bridge abutments on soft ground. Dans: Computers and Geotechnics, v. 15, n. 1 (janvier 1993).

    https://doi.org/10.1016/0266-352x(93)90015-y

  25. Salgado, R. / Randolph, M. F. (2001): Analysis of Cavity Expansion in Sand. Dans: International Journal of Geomechanics, v. 1, n. 2 (avril 2001).

    https://doi.org/10.1061/(asce)1532-3641(2001)1:2(175)

  26. Zhang, J. / Stewart, D. P. / Randolph, M. F. (2002): Kinematic Hardening Model for Pipeline‐Soil Interaction under Various Loading Conditions. Dans: International Journal of Geomechanics, v. 2, n. 4 (octobre 2002).

    https://doi.org/10.1061/(asce)1532-3641(2002)2:4(419)

  27. Yan, Y. / White, D. J. / Randolph, M. F. (2011): Penetration Resistance and Stiffness Factors for Hemispherical and Toroidal Penetrometers in Uniform Clay. Dans: International Journal of Geomechanics, v. 11, n. 4 (août 2011).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000096

  28. Stewart, D. P. / Jewell, R. J. / Randolph, M. F. (1994): Centrifuge Modelling of Piled Bridge Abutments on Soft Ground. Dans: Soils and Foundations, v. 34, n. 1 (mars 1994).

    https://doi.org/10.3208/sandf1972.34.41

  29. Hu, Y. / Randolph, M. F. (1998): Deep Penetration of Shallow Foundations on Non-Homogeneous Soil. Dans: Soils and Foundations, v. 38, n. 1 (mars 1998).

    https://doi.org/10.3208/sandf.38.241

  30. Mohamedelhassan, E. / Shang, J. Q. / Ismail, M. A. / Randolph, M. F. (2008): Electrochemical stabilisation for offshore model caissons. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 161, n. 3 (août 2008).

    https://doi.org/10.1680/grim.2008.161.3.131

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