Modelling the impact of particle removal on granular material behaviourHICHER, P.-Y.Geotechnique. 2013, Vol 63, Num 2, pp 118-128, issn 0016-8505, 11 p.Article

Elastic properties of soilsHICHER, P.-Y.Journal of geotechnical engineering. 1996, Vol 122, Num 8, pp 641-648, issn 0733-9410Article

The viscoplastic behaviour of bentonite = Le comportement viscoplastique de la bentoniteHICHER, P.-Y.International conference on rheology and soil mechanics. 1988, pp 89-107Conference Paper

Identifying soil parameters by means of laboratory and in situ testingHICHER, P. Y; MICHALI, A.Computers and geotechnics. 1996, Vol 19, Num 2, pp 153-170, issn 0266-352XArticle

Influence des déformations intermédiaires (de 10^-5 à 10^-3) sur la modélisation du phénomène de la liquéfaction = Influence of the medium strains (10^-5 to 10^-3) on the liquefaction phenomenon behaviourKORDJANI, M; HICHER, P.-Y.Revue française de géotechnique. 1998, Num 85, pp 3-11, issn 0181-0529Article

Mécanismes de déformation dans les argiles surconsolidées = Strain mechanisms in overconsolidated clayHATTAB, M; HICHER, P.-Y.Revue française de géotechnique. 2006, Num 117, pp 3-15, issn 0181-0529, 13 p.Article

Micro-macro correlations for granular media. Application to the modelling of sandsHICHER, P. Y; RAHMA, A.European journal of mechanics. A. Solids. 1994, Vol 13, Num 6, pp 763-781, issn 0997-7538Article

Engineering properties of grouted sandsDANO, C; HICHER, P.-Y; TAILLIEZ, S et al.Journal of geotechnical and geoenvironmental engineering. 2004, Vol 130, Num 3, pp 328-338, issn 1090-0241, 11 p.Article

Viscoplastic behaviour of soft clayFODIL, A; ALOULOU, W; HICHER, P. Y et al.Geotechnique. 1997, Vol 47, Num 3, pp 581-591, issn 0016-8505Article

Elastic Model for Partially Saturated Granular MaterialsHICHER, P.-Y; CHANG, C. S.Journal of engineering mechanics. 2008, Vol 134, Num 6, pp 505-513, issn 0733-9399, 9 p.Article

Determining soil permeability from pressuremeter testsRANGEARD, D; HICHER, P. Y; ZENTAR, R et al.International journal for numerical and analytical methods in geomechanics. 2003, Vol 27, Num 1, pp 1-24, issn 0363-9061, 24 p.Article

Anisotropic nonlinear elastic model for particulate materialsHICHER, P.-Y; CHANG, C. S.Journal of geotechnical and geoenvironmental engineering. 2006, Vol 132, Num 8, pp 1052-1061, issn 1090-0241, 10 p.Article

Renforcement des sols alluvionnaires par injection de coulis de ciment ultrafin = Improvement of alluvial soils by microfine cement grout injectionDANO, C; HICHER, P.-Y; VARJABEDIAN, M et al.Revue française de géotechnique. 2002, Num 100, pp 59-70, issn 0181-0529, 12 p.Article

Identification of soil parameters by inverse analysisZENTAR, R; HICHER, P. Y; MOULIN, G et al.Computers and geotechnics. 2001, Vol 28, Num 2, pp 129-144, issn 0266-352XArticle

Equations of pressuremeter curve with an elastic strain-softening plastic modelDANO, C; HICHER, P. Y.International Symposium on numerical models in geomechanics. 2002, pp 613-618, isbn 90-5809-359-X, 6 p.Conference Paper

Experimental study of swelling in unsaturated compacted claysSAIYOURI, N; TESSIER, D; HICHER, P. Y et al.Clay minerals. 2004, Vol 39, Num 4, pp 469-479, issn 0009-8558, 11 p.Article

Mesure du module de cisaillement de différents matériaux par la technique des bender éléments = Measurement of the shear modulus of various materials using bender elementsDANO, C; HICHER, P.-Y.International symposium on identification and determination of soil and rock parameters for geotechnical designSymposium international Identification et détermination des paramètres des sols et des roches pour les calculs géotechniques. 2002, pp 267-274, isbn 2-85978-363-6Conference Paper

Etude expérimentale du comportement dilatant des argiles surconsolidées = Experimental study of dilating behaviour of overconsolidated claysHattab, Mahdia; Hicher, P.-Y.1995, 272 p.Thesis

Caractérisation et modélisation du comportement en petites déformations des sols sur des chemins de sollicitation monotone et cyclique = Characterisation and modelling of soil behavior in small strains along monotonic and cyclic loadingKordjani, Mustapha; Hicher, P.-Y.1995, 246 p.Thesis

Approche microstructurale et modélisation des transferts d'eau et du gonflement dans les argiles non saturées = Microstructural approach and modelisation of water transfers and swelling in unsaturated claysSaiyouri, Nadia; Hicher, P.-Y.1996, 222 p.Thesis

Comportement cyclique tridimensionnel des sols, expérience et modélisation = Tridimensionnal cyclic behavior of soils experience and modellingTaghzouti, Abdellatif; Hicher, P.-Y.1995, 258 p.Thesis

Evaluation of two homogenization techniques for modeling the elastic behavior of granular materialsHICHER, P.-Y; CHANG, C. S.Journal of engineering mechanics. 2005, Vol 131, Num 11, pp 1184-1194, issn 0733-9399, 11 p.Article

Rotation of principal directions in K₀-consolidated clay = Rotation des directions principales d'argile consolidée K₀HICHER, P.-Y; LADE, P. V.Journal of geotechnical engineering. 1987, Vol 113, Num 7, pp 774-788, issn 0733-9410Article

Modélisation du comportement mécanique de géomatériaux cimentés = A model for cohesive geomaterialsChazallon, Cyrille; Hicher, P.-Y.1996, 175 p.Thesis

Behaviour of a sensitive marine sediment: microstructural investigationHATTAB, M; HAMMAD, T; FLEUREAU, J.-M et al.Geotechnique. 2013, Vol 63, Num 1, pp 71-84, issn 0016-8505, 14 p.Article