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Hassen, G., de Buhan, P. (2006) Elastoplastic multiphase model for simulating the response of piled raft foundations subject to combined loadings. International Journal for Numerical and Analytical Methods in Geomechanics, 30. 843-864 doi:10.1002/nag.501

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Reference TypeJournal (article/letter/editorial)
TitleElastoplastic multiphase model for simulating the response of piled raft foundations subject to combined loadings
JournalInternational Journal for Numerical and Analytical Methods in Geomechanics
AuthorsHassen, G.Author
de Buhan, P.Author
Year2006 (August 15)Volume30
PublisherWiley
DOIdoi:10.1002/nag.501Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID8307983Long-form Identifiermindat:1:5:8307983:0
GUID0
Full ReferenceHassen, G., de Buhan, P. (2006) Elastoplastic multiphase model for simulating the response of piled raft foundations subject to combined loadings. International Journal for Numerical and Analytical Methods in Geomechanics, 30. 843-864 doi:10.1002/nag.501
Plain TextHassen, G., de Buhan, P. (2006) Elastoplastic multiphase model for simulating the response of piled raft foundations subject to combined loadings. International Journal for Numerical and Analytical Methods in Geomechanics, 30. 843-864 doi:10.1002/nag.501
In(n.d.) International Journal for Numerical and Analytical Methods in Geomechanics Vol. 30. Wiley

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Bourgeois, Emmanuel, Hassen, Ghazi, de Buhan, Patrick (2013) Finite element simulations of the behavior of piled-raft foundations using a multiphase model. International Journal for Numerical and Analytical Methods in Geomechanics, 37. 1122-1139 doi:10.1002/nag.2077
Sudret, Bruno, de Buhan, Patrick (2001) Multiphase model for inclusion-reinforced geostructures: Application to rock-bolted tunnels and piled raft foundations. International Journal for Numerical and Analytical Methods in Geomechanics, 25. 155-182 doi:10.1002/nag.123
Nguyen, V.T., Hassen, G., de Buhan, P. (2016) A multiphase approach for evaluating the horizontal and rocking impedances of pile group foundations. International Journal for Numerical and Analytical Methods in Geomechanics, 40. 1454-1471 doi:10.1002/nag.2495
Clancy, P., Randolph, M. F. (1993) An approximate analysis procedure for piled raft foundations. International Journal for Numerical and Analytical Methods in Geomechanics, 17. 849-869 doi:10.1002/nag.1610171203
de Buhan, Patrick, Bourgeois, Emmanuel, Hassen, Ghazi (2008) Numerical simulation of bolt-supported tunnels by means of a multiphase model conceived as an improved homogenization procedure. International Journal for Numerical and Analytical Methods in Geomechanics, 32. 1597-1615 doi:10.1002/nag.685
Bourgeois, E., de Buhan, P., Hassen, G. (2012) Settlement analysis of piled-raft foundations by means of a multiphase model accounting for soil-pile interactions. Computers and Geotechnics, 46. 26-38 doi:10.1016/j.compgeo.2012.05.015
Kitiyodom, Pastsakorn, Matsumoto, Tatsunori (2003) A simplified analysis method for piled raft foundations in non-homogeneous soils. International Journal for Numerical and Analytical Methods in Geomechanics, 27. 85-109 doi:10.1002/nag.264
Buhan, Patrick, Hassen, Ghazi (2012) Discussion of the paper: ‘Rock nail reinforcement of a free surface’ by Euripides Papamichos and Ioannis Vardoulakis, International Journal for Numerical and Analytical Methods in Geomechanics 2010. DOI: 10.1002/nag.1003. International Journal for Numerical and Analytical Methods in Geomechanics, 36. 1241-1243 doi:10.1002/nag.1049
Liu, C. L., Ai, Z. Y. (2017) Vertical harmonic vibration of piled raft foundations in layered soils. International Journal for Numerical and Analytical Methods in Geomechanics, 41. 1711-1723 doi:10.1002/nag.2696
Kitiyodom, Pastsakorn, Matsumoto, Tatsunori (2002) A simplified analysis method for piled raft and pile group foundations with batter piles. International Journal for Numerical and Analytical Methods in Geomechanics, 26. 1349-1369 doi:10.1002/nag.248
Kitiyodom, Pastsakorn, Matsumoto, Tatsunori, Kawaguchi, Kanji (2005) A simplified analysis method for piled raft foundations subjected to ground movements induced by tunnelling. International Journal for Numerical and Analytical Methods in Geomechanics, 29. 1485-1507 doi:10.1002/nag.469
 
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