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NUMERICAL ANALYSIS OF SUBSOIL WITH THREE DIFFERENT CONSTITUTIVE MODELS
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References30
Atkinson J.H. Non-linear soil stiffness in rountine design. Géotechnique, vol. 50/ issue 5, pp 487–508, 2000.
Boháč J. & Mašín, D. Numerical modelling of a clay massif. Part 1: Constitutive model and parameter calibration. Zakládání, Czech, vol. 2, pp 6-9, 2009. [in Czech]
Boháč J. et al. Methods of determination of K 0 in overconsolidated clay. Proceedings of the 18 th International Conference on Soil mechanics and Geotechnical Engineering, France, 2013.
Butterfield R. A natural compression law for soils (an advance on e-log p´). Géotechnique, vol. 29/ issue 4, pp 469–480, 1979.
Galliková Z. Settlement prediction of subsoil of high-rise buildings foundation. PhD. Thesis, Slovakia, 2011. [in Slovak]
Jáky J. Earth pressure at rest. Paper of Hungarian Chamber of Engineers and Architects. Hungary, 1948, pp 47-57. [in Hungarian]
Magyar I. & Gearya D. & Müller P. Paleogeographic evolution of the Late Miocene Lake Pannon in Central Europe. Palaeogeography, Palaeoclimatology, Palaeoecology, vol. 147/ issue 3 -4, pp 151–167, 1999.
Mašín D. A hypoplastic constitutive model for clays. International Journal for Numerical and Analytical Methods in Geomechanics, vol. 29/ issue 4, p p 311– 336, 2005.
Mašín D. 3D Modeling of a NATM tunnel in high K 0 clay using two different constitutive models. Journal of Geotechnical and Geoenvironmental Engineering , vol. 135/ issue 9, pp 1326-1335, 2009.
Mayne P.W. & Kulhawy F.H. K 0–OCR relationships in soil. Journal of the Geotechnical Engineering Division, ASCE, vol. 108, pp 851–872.
Niemunis A. & Herle I. Hypoplastic model for cohesionless soils with elastic strain range. Mechanics of Cohesive-frictional Materials, vol. 2/ issue 4, pp 279 –299, 1997.
Poulos H.G. & Davids A.J. Foundation design for the Emirates Twin Towers, Dubai. Canadian Geotechnical, vol. 42/ issue 3, pp 716– 730, 2005.
Reul O. & Randolph M.F. Piled rafts in overconsolidated clay: comparison of in situ measurements and numerical analyses. Géotechnique, vol. 53/ issue 3, pp 301– 315, 2003.
Sales M.M. & Small J.C. & Poulos H.G. Compensated piled rafts in clayey soils: behaviour, measurments, and predictions. Canadian Geotechnical, vol. 47/ issue 3, pp 327-45, 2010.
Svoboda T. at al. Class A predictions of a NATM tunnel in stiff clay. Computers and Geotechnics, vol. 37/ issue 6, pp 817-825, 2010.
Atkinson J.H. Non-linear soil stiffness in rountine design. Géotechnique, vol. 50/ issue 5, pp 487–508, 2000.
Boháč J. & Mašín, D. Numerical modelling of a clay massif. Part 1: Constitutive model and parameter calibration. Zakládání, Czech, vol. 2, pp 6-9, 2009. [in Czech]
Boháč J. et al. Methods of determination of K 0 in overconsolidated clay. Proceedings of the 18 th International Conference on Soil mechanics and Geotechnical Engineering, France, 2013.
Butterfield R. A natural compression law for soils (an advance on e-log p´). Géotechnique, vol. 29/ issue 4, pp 469–480, 1979.
Galliková Z. Settlement prediction of subsoil of high-rise buildings foundation. PhD. Thesis, Slovakia, 2011. [in Slovak]
Jáky J. Earth pressure at rest. Paper of Hungarian Chamber of Engineers and Architects. Hungary, 1948, pp 47-57. [in Hungarian]
Magyar I. & Gearya D. & Müller P. Paleogeographic evolution of the Late Miocene Lake Pannon in Central Europe. Palaeogeography, Palaeoclimatology, Palaeoecology, vol. 147/ issue 3 -4, pp 151–167, 1999.
Mašín D. A hypoplastic constitutive model for clays. International Journal for Numerical and Analytical Methods in Geomechanics, vol. 29/ issue 4, p p 311– 336, 2005.
Mašín D. 3D Modeling of a NATM tunnel in high K 0 clay using two different constitutive models. Journal of Geotechnical and Geoenvironmental Engineering , vol. 135/ issue 9, pp 1326-1335, 2009.
Mayne P.W. & Kulhawy F.H. K 0–OCR relationships in soil. Journal of the Geotechnical Engineering Division, ASCE, vol. 108, pp 851–872.
Niemunis A. & Herle I. Hypoplastic model for cohesionless soils with elastic strain range. Mechanics of Cohesive-frictional Materials, vol. 2/ issue 4, pp 279 –299, 1997.
Poulos H.G. & Davids A.J. Foundation design for the Emirates Twin Towers, Dubai. Canadian Geotechnical, vol. 42/ issue 3, pp 716– 730, 2005.
Reul O. & Randolph M.F. Piled rafts in overconsolidated clay: comparison of in situ measurements and numerical analyses. Géotechnique, vol. 53/ issue 3, pp 301– 315, 2003.
Sales M.M. & Small J.C. & Poulos H.G. Compensated piled rafts in clayey soils: behaviour, measurments, and predictions. Canadian Geotechnical, vol. 47/ issue 3, pp 327-45, 2010.
Svoboda T. at al. Class A predictions of a NATM tunnel in stiff clay. Computers and Geotechnics, vol. 37/ issue 6, pp 817-825, 2010.
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