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

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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

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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

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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

Shear wave velocity to evaluate in situ state of cohesionless soilsCUNNING, J. C; ROBERTSON, P. K; SEGO, D. C et al.Canadian geotechnical journal. 1995, Vol 32, Num 5, pp 848-858, issn 0008-3674Article

Breach outflow characteristics of non-cohesive embankment dams subject to blastORENDORFF, Bryan; AL-RIFFAI, Mahmoud; NISTOR, Ioan et al.Canadian journal of civil engineering (Print). 2013, Vol 40, Num 3, pp 243-253, issn 0315-1468, 11 p.Article

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Elasto-plastic analysis of the pressuremeter test in granular soil - part 2: numerical studyMONNET, J.European journal of environmental and civil engineering. 2012, Vol 16, Num 6, pp 715-729, issn 1964-8189, 15 p.Article