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Revue Française de Génie Civil Volume 4, 2000 - Issue 7-8
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Original Articles

Modélisation hiérarchisée du comportement des sols

Mohammad Maleki Ecole centrale de Lyon, Laboratoire de Tribologie et Dynamique des Systèmes, 36, avenue Guy de Collongue, 69131, Ecully cedex
,
Philippe Dubujet Ecole centrale de Lyon, Laboratoire de Tribologie et Dynamique des Systèmes, 36, avenue Guy de Collongue, 69131, Ecully cedex
&
Bernard Cambou Ecole centrale de Lyon, Laboratoire de Tribologie et Dynamique des Systèmes, 36, avenue Guy de Collongue, 69131, Ecully cedex
Pages 895-928 | Published online: 04 Oct 2011

Citations (15)

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Read on this site (4)

M. H. Bathayian & M. Maleki. (2018) Adaptation of an existing constitutive model for describing mechanical behaviour of cemented granular soils. Geomechanics and Geoengineering 13:3, pages 184-197.
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Abdelkader Abdelouhab, Daniel Dias & Nicolas Freitag. (2012) Modélisation numérique bidimensionnelle de murs en Terre Armée. European Journal of Environmental and Civil Engineering 16:10, pages 1143-1167.
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Eric Vincens & Cécile Nouguier-Lehon. (2012) The characteristic state. European Journal of Environmental and Civil Engineering 16:7, pages 777-794.
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M. Maleki & B. Cambou. (2009) A cyclic elastoplastic-viscoplastic constitutive model for soils. Geomechanics and Geoengineering 4:3, pages 209-220.
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Articles from other publishers (11)

Mohammad Mahdi Aminpour & Mohammad Maleki. (2021) Finite Element Limit Analysis Using Nonlinear Continuous Failure Criterion and Non-Associated Flow Rule and its Application to Estimating Bearing Capacity of Strip Footing on Slope. Geotechnical and Geological Engineering 40:2, pages 723-734.
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Sinh Khoa Nguyen, Hélène Magoariec, Eric Vincens & Bernard Cambou. (2016) Towards a new approach for modeling the behavior of granular materials: A mesoscopic-macroscopic change of scale. International Journal of Solids and Structures 97-98, pages 256-274.
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S. Raude, F. Laigle, R. Giot & R. Fernandes. (2015) A unified thermoplastic/viscoplastic constitutive model for geomaterials. Acta Geotechnica 11:4, pages 849-869.
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. 2016. Granular Materials At Meso-Scale. Granular Materials At Meso-Scale 149 157 .
Tao Cheng, Keqin Yan, Huazhi Zhang, Xianfeng Luo & Shengfang Li. (2014) Uniform Nonlinear Constitutive Model and Parameters for Clay in Different Consolidation Conditions Based on Regression Method. Mathematical Problems in Engineering 2014, pages 1-8.
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Abdelkader Abdelouhab, Daniel Dias & Nicolas Freitag. (2011) Numerical analysis of the behaviour of mechanically stabilized earth walls reinforced with different types of strips. Geotextiles and Geomembranes 29:2, pages 116-129.
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Mohammad Maleki, Bernard Cambou & Philppe Dubujet. (2009) Development in modeling cyclic loading of sands based on kinematic hardening. International Journal for Numerical and Analytical Methods in Geomechanics 33:14, pages 1641-1658.
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Orianne JenckDaniel DiasRichard Kastner. (2009) Three-Dimensional Numerical Modeling of a Piled Embankment. International Journal of Geomechanics 9:3, pages 102-112.
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Orianne Jenck, Daniel Dias & Richard Kastner. (2007) Two-Dimensional Physical and Numerical Modeling of a Pile-Supported Earth Platform over Soft Soil. Journal of Geotechnical and Geoenvironmental Engineering 133:3, pages 295-305.
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. 2006. Soft Soil Engineering. Soft Soil Engineering 492 538 .
Jean‐Michel Pereira, Henry Wong, Philippe Dubujet & Patrick Dangla. (2005) Adaptation of existing behaviour models to unsaturated states: application to CJS model. International Journal for Numerical and Analytical Methods in Geomechanics 29:11, pages 1127-1155.
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