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Publicité

H. G. Poulos

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. Poulos, H. G. (2001): Piled raft foundations: design and applications. Dans: Géotechnique, v. 51, n. 2 (mars 2001).

    https://doi.org/10.1680/geot.2001.51.2.95

  2. Poulos, H. G. / Davis, E. H. (1968): The Settlement Behaviour of Single Axially Loaded Incompressible Piles and Piers. Dans: Géotechnique, v. 18, n. 3 (septembre 1968).

    https://doi.org/10.1680/geot.1968.18.3.351

  3. Poulos, H. G. (1989): Pile behaviour—theory and application. Dans: Géotechnique, v. 39, n. 3 (septembre 1989).

    https://doi.org/10.1680/geot.1989.39.3.365

  4. Poulos, H. G. (2001): Piled raft foundations: design and applications. Dans: Géotechnique, v. 51, n. 2 (mars 2001).

    https://doi.org/10.1680/geot.51.2.95.40292

  5. Poulos, H. G. (1968): Analysis of the Settlement of Pile Groups. Dans: Géotechnique, v. 18, n. 4 (décembre 1968).

    https://doi.org/10.1680/geot.1968.18.4.449

  6. Loganathan, N. / Poulos, H. G. / Stewart, D. P. (2000): Centrifuge model testing of tunnelling-induced ground and pile deformations. Dans: Géotechnique, v. 50, n. 3 (juin 2000).

    https://doi.org/10.1680/geot.2000.50.3.283

  7. Davis, E. H. / Poulos, H. G. (1968): The Use of Elastic Theory for Settlement Prediction Under Three-Dimensional Conditions. Dans: Géotechnique, v. 18, n. 1 (mars 1968).

    https://doi.org/10.1680/geot.1968.18.1.67

  8. Chen, L. T. / Poulos, H. G. / Loganathan, N. (1999): Pile Responses Caused by Tunneling. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 125, n. 3 (mars 1999).

    https://doi.org/10.1061/(ASCE)1090-0241(1999)125:3(207)

  9. Poulos, H. G. / Chen, L. T. (1997): Pile Response Due to Excavation-Induced Lateral Soil Movement. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 123, n. 2 (février 1997).

    https://doi.org/10.1061/(ASCE)1090-0241(1997)123:2(94)

  10. Loganathan, N. / Poulos, H. G. (1998): Analytical Prediction for Tunneling-Induced Ground Movements in Clays. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 124, n. 9 (septembre 1998).

    https://doi.org/10.1061/(ASCE)1090-0241(1998)124:9(846)

  11. Surjadinata, J. / Hull, T. S. / Carter, J. P. / Poulos, H. G. (2006): Combined Finite- and Boundary-Element Analysis of the Effects of Tunneling on Single Piles. Dans: International Journal of Geomechanics, v. 6, n. 5 (septembre 2006).

    https://doi.org/10.1061/(asce)1532-3641(2006)6:5(374)

  12. Yapage, N. N. S. / Liyanapathirana, D. S. / Poulos, H. G. / Kelly, R. B. / Leo, C. J. (2015): Numerical Modeling of Geotextile-Reinforced Embankments over Deep Cement Mixed Columns Incorporating Strain-Softening Behavior of Columns. Dans: International Journal of Geomechanics, v. 15, n. 2 (avril 2015).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000341

  13. Poulos, H. G. (2006): Use of stiffness inserts in pile groups and piled rafts. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 159, n. 3 (juillet 2006).

    https://doi.org/10.1680/geng.2006.159.3.153

  14. Tabesh, A. / Poulos, H. G. (2007): Design charts for seismic analysis of single piles in clay. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 160, n. 2 (avril 2007).

    https://doi.org/10.1680/geng.2007.160.2.85

  15. Poulos, H. G. (2008): A practical design approach for piles with negative friction. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 161, n. 1 (février 2008).

    https://doi.org/10.1680/geng.2008.161.1.19

  16. Poulos, H. G. / Booker, J. R. / Ring, G. J. (1972): Simplified Calculation of Embankment Deformations. Dans: Soils and Foundations, v. 12, n. 4 (décembre 1972).

    https://doi.org/10.3208/sandf1972.12.4_1

  17. Chen, L. T. / Poulos, H. G. / Hull, T. S. (1997): Model Tests on Pile Groups Subjected to Lateral Soil Movement. Dans: Soils and Foundations, v. 37, n. 1 (mars 1997).

    https://doi.org/10.3208/sandf.37.1

  18. Poulos, H. G. / Chen, L. T. / Hull, T. S. (1995): Model Tests on Single Piles Subjected to Lateral Soil Movement. Dans: Soils and Foundations, v. 35, n. 4 (décembre 1995).

    https://doi.org/10.3208/sandf.35.4_85

  19. Loganathan, N. / Poulos, H. G. / Xu, K. J. (2001): Ground and Pile-Group Responses Due to Tunnelling. Dans: Soils and Foundations, v. 41, n. 1 (février 2001).

    https://doi.org/10.3208/sandf.41.57

  20. Liyanapathirana, D. S. / Poulos, H. G. (2002): A numerical model for dynamic soil liquefaction analysis. Dans: Soil Dynamics and Earthquake Engineering, v. 22, n. 9-12 (octobre 2002).

    https://doi.org/10.1016/s0267-7261(02)00125-2

  21. Liyanathirana, D. S. / Poulos, H. G. (2002): Numerical simulation of soil liquefaction due to earthquake loading. Dans: Soil Dynamics and Earthquake Engineering, v. 22, n. 7 (septembre 2002).

    https://doi.org/10.1016/s0267-7261(02)00037-4

  22. Liyanapathirana, D. S. / Poulos, H. G. (2004): Assessment of soil liquefaction incorporating earthquake characteristics. Dans: Soil Dynamics and Earthquake Engineering, v. 24, n. 11 (décembre 2004).

    https://doi.org/10.1016/j.soildyn.2003.11.010

  23. Booker, J. R. / Carter, J. P. / Small, J. C. / Brown, P. T. / Poulos, H. G. (1989): Some recent applications of numerical methods to geotechnical analysis. Dans: Computers & Structures, v. 31, n. 1 (janvier 1989).

    https://doi.org/10.1016/0045-7949(89)90170-3

  24. Pells, P. J. N. / Best, R. J. / Poulos, H. G. (1994): Design of roof support of the Sydney opera house underground parking station. Dans: Tunnelling and Underground Space Technology, v. 9, n. 2 (avril 1994).

    https://doi.org/10.1016/0886-7798(94)90031-0

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