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Scour downstream of vertical gate = Affouillement à l'aval d'une vanne verticaleUYUMAZ, A.Journal of hydraulic engineering (New York, N.Y.). 1988, Vol 114, Num 7, pp 811-816, issn 0733-9429Article

Micromechanics modeling for stress-strain behavior of granular soils. II: Evaluation. ClosurePARKIN, A. K; CHANG, C. S; KABIR, M. G et al.Journal of geotechnical engineering. 1994, Vol 120, Num 5, pp 930-934, issn 0733-9410Article

On the measurement of critical state parameters of dense granular soilsJIAN CHU; LO, S.-C. R.ASTM geotechnical testing journal. 1993, Vol 16, Num 1, pp 27-35, issn 0149-6115Article

Analysis of membrane penetration in triaxial test = Etude de la pénétration de la membrane dans les essais triaxiauxKRAMER, S. L; SIVANESWARAN, N; DAVIS, R. O et al.Journal of engineering mechanics. 1990, Vol 116, Num 4, pp 773-789, issn 0733-9399, 17 p.Article

Densification of gravelly sand fill using intensive surface compactionWHETTEN, N. L; WEAVER, J. W.Journal of geotechnical engineering. 1991, Vol 117, Num 7, pp 1089-1094, issn 0733-9410Article

Model size effects in centrifuge models of granular slope instabilityGOODINGS, D. J; GILLETTE, D. R.ASTM geotechnical testing journal. 1996, Vol 19, Num 3, pp 277-285, issn 0149-6115Article

Shear strength tests for coarse granular backfill and reinforced soilsBAUER, G. E; ZHAO, Y.ASTM geotechnical testing journal. 1993, Vol 16, Num 1, pp 115-121, issn 0149-6115Article

A sand-spreader used for the reconstitution of granular soil models. ClosureGHALY, A; PASSALACQUA, R.Soils and foundations. 1992, Vol 32, Num 4, pp 186-188, issn 0038-0806Article

Bearing capacity of foundations in slopesSHIELDS, D; CHANDLER, N; GARNIER, J et al.Journal of geotechnical engineering. 1990, Vol 116, Num 3, pp 528-537, issn 0733-9410Article

Uplift capacity of cast in situ bored pile in cohesionless soil = Résistance à l'arrachement de pieux forés moulés en placeMAJUMDAR, S. K.Journal of the Institution of Engineers. India. Civil Engineering Division. 1988, Vol 68, Num 5, pp 252-256, issn 0020-336XConference Paper

Drained uplift capacity of drilled shafts under repeated axial loading = Résistance à l'arrachement en conditions drainées de puits forés sous charge axiale répétéeTURNER, J. P; KULHAWY, F. H.Journal of geotechnical engineering. 1990, Vol 116, Num 3, pp 470-491, issn 0733-9410Article

Centrifuge modeling for projectile penetration studies = Modélisation en centrifugeuse pour les études de pénétration de projectilesFRAGASZY, R. J; TAYLOR, T.ASTM geotechnical testing journal. 1989, Vol 12, Num 4, pp 281-287, issn 0149-6115Article

Contribution to the study of the behaviour of granular geomaterials under rotational sollicitations : design of a torsion apparatusChehade, Rabih; Shahrour, Isam.1989, 106 p.Thesis

Semi-parametric model of an overtopped dike breachCHINNARASRI DENG, C; SAELIM MENG, A.Water management. 2009, Vol 162, Num 4, pp 289-296, issn 1741-7589, 8 p.Article

Berechnung seitlich belasteter Pfähle in Kohäsionslosem Boden = Analyse de pieux chargés latéralement dans un sol sans cohésion = On the analysis of laterally loaded piles in a cohesionless soilKERR, A.D.Bautechnik (Berlin, 1984). 1992, Vol 69, Num 5, pp 255-262, issn 0932-8351Article

Bodenverformungen und- spannungen beim Einsatz bodenverdrängender Verfahren des Leitungstunnelbaues in gleichförmigen nichtbindigen Böden = Contraintes et déformations du sol lors de l'application de la méthode des déplacements pour le forage de tunnels dans des sols non cohésifs = Ground deformations and strains by applying displacement methods for micro tunnelling in non-cohesive soilMÖLLERS, K; STEIN, D.Bauingenieur. 1990, Vol 65, Num 9, pp 413-417, issn 0005-6650, 5 p.Article

Ein physikalisches Modell der pF-Kurve für teilgesättigte grobkörnige Böden = Physical model for the pF-curve for unsaturated grain systems = Modèle physisque pour la courbeZou, Y.Bautechnik (Berlin, 1984). 2003, Vol 80, Num 12, pp 913-921, issn 0932-8351, 9 p.Article

Analysis of a shaft embedded in granular half space by the line-loaded integral equation method = Calcul d'un puits enfoui dans un demi espace granulaire, par la méthode des équations intégrales avec charge linéaireYUN, T.-Q; SU, C.Computers & structures. 1992, Vol 43, Num 4, pp 729-735, issn 0045-7949Article

Modified stress tensors for anisotropic behavior of granular materials = Tenseurs modifiés de contrainte pour le comportement anisotrope de matériaux granulairesTOBITA, Y; YANAGISAWA, E.Soils and foundations. 1992, Vol 32, Num 1, pp 84-99, issn 0038-0806Article

Reinforcing soft soils with artifically cemented compacted-sand columnsJURAN, I; RICCOBONO, O.Journal of geotechnical engineering. 1991, Vol 117, Num 7, pp 1042-1060, issn 0733-9410Article

Response of granular soil along constant stress increment ratio path = Réponse de sols non cohérents le long de chemins à indice constant d'incrément de containteLO, S.-C. R; LEE, I. K.Journal of geotechnical engineering. 1990, Vol 116, Num 3, pp 355-376, issn 0733-9410Article

An alternative method for determining the membrane penetration correction curve = Méthode alternative pour déterminer la courbe de correction pour pénétration de la membraneHSIUAN LIN; SELIG, E. T.ASTM geotechnical testing journal. 1987, Vol 10, Num 3, pp 151-155, issn 0149-6115Article

Preparation of specimens of noncohesive material for mercury intrusion porosimetryHSEIN JUANG, C; HOLTZ, R. D. II.ASTM geotechnical testing journal. 1986, Vol 9, Num 3, pp 154-155, issn 0149-6115Article

Dichtespuren im Baugrund = Les traces de la densité dans un sol = Density traces in soilsGUDEHUS, G.Bauingenieur. 2001, Vol 76, Num 6, pp 257-267, issn 0005-6650Article

Use of the finite element method in modelling a static earth pressure problem = Modélisation par éléments finis d'un problème statique de pression des terresBHATIA, S. K; BAKEER, R. M.International journal for numerical and analytical methods in geomechanics. 1989, Vol 13, Num 2, pp 207-213, issn 0363-9061Article

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