Evaluation of shallow foundation settlements by an elasto-plastic kinematic-isotropic hardening numerical model for granular soil

References

• ADINA . 2002 . ADINA version 8.1, system manuals. Primer and Theory and Modeling Guide , Watertown, MA : ADINA R&D. .
   Google Scholar
• Bathe , K. J. 1996 . Finite element procedures , Englewood Cliffs, NJ : Prentice Hall .
   Google Scholar
• Been , K. and Jefferies , M. G. 1985 . A state parameter for sands . Géotechnique , 35 ( 1 ) : 99 – 112 .
   Google Scholar
• Boone , S. J. 1996 . Ground-movement-related building damage . Journal of geotechnical engineering ASCE , 122 ( 11 ) : 886 – 896 .
   Google Scholar
• Briaud , J. L. and Gibbens , R. . Test and prediction results for five large spread footings on sand . Proceedings of a Prediction Symposium Sponsored by the Federal Highway Administration, Settlement’ . 94 . Vol. 41 , pp. 92 – 128 . ASCE Geotechnical Special Publication .
   Google Scholar
• Burland , J. B. and Roscoe , P. W. 1968 . “ On the generalized stress–strain behaviour of ‘wet’ clay ” . In Engineering Plasticity , Edited by: Heyman , J. and Leckie , F. A. 535 – 609 . Cambridge : Cambridge University Press .
   Google Scholar
• Canou , J. , Bahloul , A. , Attar , A. and Piffer , L. . Evaluation of a liquefaction criterion of a loose sand . Proceedings of the 10th World Conference on Earthquake Engineering, Madrid . 1992 . Vol. 3 , pp. 1367 – 1372 .
   Google Scholar
• Capriz , G. and Mariano , P. M. 2004 . Advances in multifield theories for continua with substructure , Boston, MA : Birkhäuser .
   Google Scholar
• Capriz , G. , Ghionna , V. N. , Giovine , P. and Moraci , N. 2003 . Mathematical models in soil mechanics . Mathematical and computer modelling , 37 ( 5, 6 ) : 457 – 650 .
   Google Scholar
• Cavallaro , A. and Maugeri , M. 2005 . “ Non linear behaviour of sandy soil for the city of Catania ” . In Seismic prevention of damage: a case study in a Mediterranean city , Edited by: Maugeri , M. 115 – 132 . Southampton : WIT Press .
   Google Scholar
• Cavallaro , A. , Massimino , M. R. and Maugeri , M. 2003 . Noto Cathedral: soil and foundation investigation . Construction and building materials journal , 17 : 533 – 541 .
   Google Scholar
• Chambon , R. 2000 . “ Uniqueness, second order work and bifurcation in hypoplasticity ” . In Constitutive modeling including development in hypoplasticity , Edited by: Kolymbas , D. 147 – 165 . New York : Springer .
   Google Scholar
• Dafalias , Y. F. and Manzari , M. T. 2004 . Simple plasticity sand model accounting for fabric change effects . Journal of engineering mechanics ASCE , 130 ( 6 ) : 622 – 634 .
   Web of Science ®Google Scholar
• Dano , C. , Hicher , P. Y. and Tailliez , S. 2004 . Engineering properties of grouted sands . Journal of Geotechnical and geoenvironmental engineering ASCE , 130 ( 3 ) : p328 – 338 .
   Web of Science ®Google Scholar
• Darve , F. 1990 . “ Incrementally non-linear constitutive relationship ” . In Geomaterials: constitutive equations and modelling , Edited by: Darve , F. 213 – 238 . Amsterdam : Elsevier .
   Google Scholar
• Di Prisco , C. , Nova , R. and Sibilia , A. 2003 . “ Shallow footing under cyclic loading: experimental behaviour and constitutive modeling ” . In Geotechnical analysis of the seismic vulnerability of historical monuments , Edited by: Maugeri , M. and Nova , R. 99 – 122 . Bologna : Pàtron .
   Google Scholar
• 2005 . “ Norme Tecniche per le Costruzioni/Ministero delle Infrastrutture e dei Trasporti ” . Palermo : Grafill . D.M. 14/09/2005
   Google Scholar
• Drucker , D. C. , Gibson , R. E. and Henkel , D. J. 1957 . Soil mechanics and work-hardening theories of plasticity . Transactions of the ASCE , 122 : 338 – 346 .
   Google Scholar
• European Committee for Standardization . 2004 . EC7: Geotechnical design, general rule–Part 1. ENV 1997 , Brussels : European Committee for Standardization .
   Google Scholar
• FLAC-3D . 1996 . FLAC: Fast Lagrangian Analysis of Continua , Minneapolis, MN : Itasca Consulting Group .
   Google Scholar
• Foti , S. and Lancellotta , R. 2003 . “ Capabilities of seismic tests in soil characterization ” . In Geotechnical Analysis of Seismic Valnerability of Monuments and Historical Sites , Edited by: Maugeri , M. and Nova , R. 83 – 98 . Bologna : Patron Editore .
   Google Scholar
• Gajo , A. and Muir Wood , D. 1999a . Severn–Trent sand: a kinematic-hardening constitutive model: the q–p formulation . Géotechnique , 49 ( 5 ) : 595 – 614 .
   Web of Science ®Google Scholar
• Gajo , A. and Muir Wood , D. 1999b . A kinematic hardening consitutive model for sands: the multiaxial formulation . International journal for numerical and analytical methods in geomechanics , 23 : 925 – 965 .
   Web of Science ®Google Scholar
• Ghionna , V. N. , Jamiolkowski , M. , Pedroni , S. and Salgado , R. . The tip displacement of drilled shafts in sands . Proceedings of Settlements' . 94 . Edited by: Yeung , A. T. and Felio , G. Y. Vol. 2 , pp. 1039 – 1057 . New York : ASCE .
   Google Scholar
• Hardin , B. O. and Black , W. L. 1966 . Sand stiffness under various triaxial stresses . Journal of the Soil Mechanics and Foundations Division ASCE , 92 ( SM2 ) : 353 – 369 .
   Google Scholar
• Jamiolkowski , M. , Lo Presti , D. C.F. and Pallara , O. . Role of in-situ testing in geotechnical earthquake engineering . Proceedings of the 3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics . Vol. 3 , pp. 1523 – 1546 .
   Google Scholar
• Lee , J. and Salgado , R. 2002 . Estimation of footing settlement in sand . International journal of geomechanics ASCE , 2 ( 1 ) : 1 – 28 .
   Google Scholar
• Lee , K. L. and Seed , H. B. 1967 . Drained characteristics of sands . Journal of the Soil Mechanics and Foundations Division ASCE , 93 ( 6 ) : 117 – 141 .
   Google Scholar
• Lo Presti , D. C.F. , Jamiolkowski , M. and Pallara , O. . Pisa clay stiffness from static and dynamic laboratori tests . Proceedings of the 1st International Conference on Earthquake Geotechnical Engineering . pp. 113 – 119 . Rotterdam : Balkema .
   Google Scholar
• Maugeri , M. , Castelli , F. , Massimino , M. R. and Verona , G. 1998 . Observed and computer settlements of two shallow foundations on sand . Journal of geotechnical and geoenvironmental engineering ASCE , 124 ( 7 ) : 595 – 605 .
   Google Scholar
• Muir Wood , D. 2004 . Geotechnical modelling , London : Spon .
   Google Scholar
• PLAXIS . 1998 . Plaxis manual. Version 8 , Rotterdam : Balkema .
   Google Scholar
• Roscoe , P. W. , Schofield , A. N. and Wroth , C. P. 1958 . On the yielding of soils . Géotechnique , 1 : 22 – 52 .
   Google Scholar
• Schmertmann , J. H. 1970 . Static cone to compute static settlement over sand . Journal of the Soil Mechanics and Foundations Division ASCE , 96 ( SM3 ) : 1011 – 1042 .
   Google Scholar
• Schmertmann , J. H. , Hartmann , J. P. and Brown , P. R. 1978 . Improved strain influence factor diagrams . Journal of the Geotechnical Engineering Division , 104 ( GT8 ) : 1131 – 1135 . ASCE,
   Google Scholar
• Schofield , A. N. and Wroth , C. P. 1968 . Critical state soil mechanics , London : McGraw-Hill .
   Google Scholar
• Seed , H. B. and Lee , K. L. 1967 . Undrained strength characteristics of cohesionless soils . Journal of the Soil Mechanics and Foundations Division ASCE , 93 ( 6 ) : 333 – 360 .
   Google Scholar
• Simo , J. C. and Hughes , T. J.R. 1987 . “ General return mapping algorithms for rate-independent plasticity ” . In Constitutive laws for engineering materials: theory and applications , Vol. 1 , 221 – 232 . Amsterdam : Elsevier .
   Google Scholar
• STRAUS-7 . 1999 . Guida all'uso di Straus-7. Concezione e sviluppo , Sydney, Australia : G+D Computing .
   Google Scholar
• Yoshida , Y. and Motonori , I. . Empirical formulas of SPT blow-counts for gravelly soils . Proceedings of ISOPT- . Vol. 1 , Orlando, FL
   Google Scholar