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Poulos, H. G. (2001): Piled raft foundations: design and applications. In: Géotechnique, v. 51, n. 2 (März 2001).
https://doi.org/10.1680/geot.2001.51.2.95
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Poulos, H. G. / Davis, E. H. (1968): The Settlement Behaviour of Single Axially Loaded Incompressible Piles and Piers. In: Géotechnique, v. 18, n. 3 (September 1968).
https://doi.org/10.1680/geot.1968.18.3.351
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Poulos, H. G. (1989): Pile behaviour—theory and application. In: Géotechnique, v. 39, n. 3 (September 1989).
https://doi.org/10.1680/geot.1989.39.3.365
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Poulos, H. G. (2001): Piled raft foundations: design and applications. In: Géotechnique, v. 51, n. 2 (März 2001).
https://doi.org/10.1680/geot.51.2.95.40292
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Poulos, H. G. (1968): Analysis of the Settlement of Pile Groups. In: Géotechnique, v. 18, n. 4 (Dezember 1968).
https://doi.org/10.1680/geot.1968.18.4.449
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Loganathan, N. / Poulos, H. G. / Stewart, D. P. (2000): Centrifuge model testing of tunnelling-induced ground and pile deformations. In: Géotechnique, v. 50, n. 3 (Juni 2000).
https://doi.org/10.1680/geot.2000.50.3.283
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Davis, E. H. / Poulos, H. G. (1968): The Use of Elastic Theory for Settlement Prediction Under Three-Dimensional Conditions. In: Géotechnique, v. 18, n. 1 (März 1968).
https://doi.org/10.1680/geot.1968.18.1.67
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Chen, L. T. / Poulos, H. G. / Loganathan, N. (1999): Pile Responses Caused by Tunneling. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 125, n. 3 (März 1999).
https://doi.org/10.1061/(ASCE)1090-0241(1999)125:3(207)
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Poulos, H. G. / Chen, L. T. (1997): Pile Response Due to Excavation-Induced Lateral Soil Movement. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 123, n. 2 (Februar 1997).
https://doi.org/10.1061/(ASCE)1090-0241(1997)123:2(94)
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Loganathan, N. / Poulos, H. G. (1998): Analytical Prediction for Tunneling-Induced Ground Movements in Clays. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 124, n. 9 (September 1998).
https://doi.org/10.1061/(ASCE)1090-0241(1998)124:9(846)
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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. In: International Journal of Geomechanics, v. 6, n. 5 (September 2006).
https://doi.org/10.1061/(asce)1532-3641(2006)6:5(374)
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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. In: International Journal of Geomechanics, v. 15, n. 2 (April 2015).
https://doi.org/10.1061/(asce)gm.1943-5622.0000341
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Poulos, H. G. (2006): Use of stiffness inserts in pile groups and piled rafts. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 159, n. 3 (Juli 2006).
https://doi.org/10.1680/geng.2006.159.3.153
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Tabesh, A. / Poulos, H. G. (2007): Design charts for seismic analysis of single piles in clay. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 160, n. 2 (April 2007).
https://doi.org/10.1680/geng.2007.160.2.85
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Poulos, H. G. (2008): A practical design approach for piles with negative friction. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 161, n. 1 (Februar 2008).
https://doi.org/10.1680/geng.2008.161.1.19
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Poulos, H. G. / Booker, J. R. / Ring, G. J. (1972): Simplified Calculation of Embankment Deformations. In: Soils and Foundations, v. 12, n. 4 (Dezember 1972).
https://doi.org/10.3208/sandf1972.12.4_1
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Chen, L. T. / Poulos, H. G. / Hull, T. S. (1997): Model Tests on Pile Groups Subjected to Lateral Soil Movement. In: Soils and Foundations, v. 37, n. 1 (März 1997).
https://doi.org/10.3208/sandf.37.1
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Poulos, H. G. / Chen, L. T. / Hull, T. S. (1995): Model Tests on Single Piles Subjected to Lateral Soil Movement. In: Soils and Foundations, v. 35, n. 4 (Dezember 1995).
https://doi.org/10.3208/sandf.35.4_85
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Loganathan, N. / Poulos, H. G. / Xu, K. J. (2001): Ground and Pile-Group Responses Due to Tunnelling. In: Soils and Foundations, v. 41, n. 1 (Februar 2001).
https://doi.org/10.3208/sandf.41.57
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Liyanapathirana, D. S. / Poulos, H. G. (2002): A numerical model for dynamic soil liquefaction analysis. In: Soil Dynamics and Earthquake Engineering, v. 22, n. 9-12 (Oktober 2002).
https://doi.org/10.1016/s0267-7261(02)00125-2
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Liyanathirana, D. S. / Poulos, H. G. (2002): Numerical simulation of soil liquefaction due to earthquake loading. In: Soil Dynamics and Earthquake Engineering, v. 22, n. 7 (September 2002).
https://doi.org/10.1016/s0267-7261(02)00037-4
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Liyanapathirana, D. S. / Poulos, H. G. (2004): Assessment of soil liquefaction incorporating earthquake characteristics. In: Soil Dynamics and Earthquake Engineering, v. 24, n. 11 (Dezember 2004).
https://doi.org/10.1016/j.soildyn.2003.11.010
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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. In: Computers & Structures, v. 31, n. 1 (Januar 1989).
https://doi.org/10.1016/0045-7949(89)90170-3
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Pells, P. J. N. / Best, R. J. / Poulos, H. G. (1994): Design of roof support of the Sydney opera house underground parking station. In: Tunnelling and Underground Space Technology, v. 9, n. 2 (April 1994).
https://doi.org/10.1016/0886-7798(94)90031-0