Essais d'interface sol/structure utilisant l'appareil de cisaillement simple annulaire = Soil/structure interface tests using simple annular shear apparatusCHAMBON, G; CORFDIR, A; LERAT, P et al.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 259-266, isbn 2-85978-363-6Conference Paper

Elasto-plastic analysis of the interface behaviour between granular media and structureDE GENNARO, V; FRANK, R.Computers and geotechnics. 2002, Vol 29, Num 7, pp 547-572, issn 0266-352X, 26 p.Article

Multi-wave transient and harmonic infinite elements for two-dimensional unbounded domain problemsYERLI, H. R; TEMEL, B; KIRAL, E et al.Computers and geotechnics. 1999, Vol 24, Num 3, pp 185-206, issn 0266-352XArticle

Reinforced soils sytems with non-planar lateral soil-wall boundariesMCGOWN, A; KUPEC, J.European Conference on soil mechanics and geotechnical engineering. 2003, pp 711-716, isbn 80-86769-01-1, 6 p.Conference Paper

Modélisation de l'interaction sol-structure par éléments finis de haute précision et loi d'interface incrémentale non linéaire. Application aux pieux = Sol-structure interaction modelisation by high precision finite element method and incrementally non linear interface law piles problem applicationRouainia, Mohamed; Boulon, Marc.1992, 193 p.Thesis

Sand-structure interface behaviour under cyclic loading from constant normal stiffness direct shear testsGHIONNA, V. N; MORTARA, G; VITA, G. P et al.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 231-237, isbn 90-5809-604-1, 7 p.Conference Paper

Soil-structure interface behavior under cyclic loadingDE GENNARO, V; LERAT, P.International symposium on pre-failure deformation characteristics of geomaterials - IS Torino 99. 1999, pp 183-189, isbn 90-5809-076-0Conference Paper

Cyclic behaviour of sand-structure interfacesMORTARA, G; MANGIOLA, A; GHIONNA, V. N et al.International Conference on cyclic behaviour of soils and liquefaction phenomena. 2004, pp 173-178, isbn 90-5809-620-3, 6 p.Conference Paper

Image analysis measurement of soil particle movement during a soil-structure interface testZHANG, G; LIANG, D; ZHANG, J.-M et al.Computers and geotechnics. 2006, Vol 33, Num 4-5, pp 248-259, issn 0266-352X, 12 p.Article

Recommandations sur la conception, le calcul, l'exécution et le contrôle des colonnes ballastées sous bâtiments et ouvrages sensibles au tassementRevue française de géotechnique. 2005, Num 111, pp 3-16, issn 0181-0529, 14 p.Article

Two-way cyclic tests on a soil-structure interfaceEVGIN, E; ASSANE OUMAROU, T.International Conference on cyclic behaviour of soils and liquefaction phenomena. 2004, pp 123-128, isbn 90-5809-620-3, 6 p.Conference Paper

Application of damage model for soil-structure interfaceHU, L; PU, J. L.Computers and geotechnics. 2003, Vol 30, Num 2, pp 165-183, issn 0266-352X, 19 p.Article

Calculation of slotted foundations in spatial stress-strain state of soil baseALEYNIKOV, S. M.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 629-632, isbn 90-5410-891-6Conference Paper

Developments in analysis of horizontal capacity of bored pilesREESE, L. C; ISENHOWER, W. M; WANG, S.-T et al.International Geotechnical Seminar on Deep Foundations on Bored and Auger Piles. 1998, pp 23-34, isbn 90-5809-022-1Conference Paper

Cyclic behaviour of a sand - : steel plate interfaceASSANE OUMAROU, Tahirou; EVGIN, Erman.Canadian geotechnical journal. 2005, Vol 42, Num 6, pp 1695-1704, issn 0008-3674, 10 p.Article

Modeling the dynamic response of cantilever earth-retaining walls using FLACGREEN, R. A; EBELING, R. M.International FLAC symposium. 2003, pp 333-342, isbn 90-5809-581-9, 10 p.Conference Paper

Seismic bearing capacity of rough footings on slopes using limit equilibriumKUMAR, J; KUMAR, N.Geotechnique. 2003, Vol 53, Num 3, pp 363-369, issn 0016-8505, 7 p.Article

Seismic soil-structure interaction: Beneficial or detrimental ?MYLONAKIS, G; GAZETAS, G.Journal of earthquake engineering. 2000, Vol 4, Num 3, pp 277-301, issn 1363-2469Article

Analytical viscoelastic solution for frost force in cold-region tunnelsYUANMING LAI; WU HUI; WU ZIWANG et al.Cold regions science and technology. 2000, Vol 31, Num 3, pp 227-234, issn 0165-232XArticle

An instrumented trial of vibro ground treatment supporting strip foundations in a variable fillWATTS, K. S; JOHNSON, D; WOOD, L. A et al.Geotechnique. 2000, Vol 50, Num 6, pp 699-708, issn 0016-8505Article

Seismic wavefield radiated from the building structure into soft soilsGUEGUEN, P; BARD, P.-Y.International Conference on earthquake geotechnical engineering. 1999, pp 359-364, isbn 90-5809-116-3Conference Paper

A benchmark for soil-structure interface elements = Un point de repère pour l'étude du comportement des éléments d'interface sol-ouvrageHIRD, C.C; RUSSELL, D.Computers and geotechnics. 1990, Vol 10, Num 2, pp 139-147, issn 0266-352X, 9 p.Article

Reconnaissance géotechnique in situ par couplage de l'endoscopie et de l'essai de pénétration dynamique = Endoscopy and dynamic penetration test coupling to realise in situ soil investigationBREUL, P; GOURVES, R.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 377-380, isbn 90-2651-853-6, 3VolConference Paper

Finite element analyses of HDR-4 excavationFINNO, R. J; HARAHAP, I. S.Journal of geotechnical engineering. 1991, Vol 117, Num 10, pp 1590-1609, issn 0733-9410Article

Group reduction factors for analysis of laterally loaded pile groupsSAJJAD FAYYAZI, M; TAIEBAT, Mahdi; LIAM FINN, W. D et al.Canadian geotechnical journal. 2014, Vol 51, Num 7, pp 758-769, issn 0008-3674, 12 p.Article