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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

Residual driving stresses and vertically loaded piles in cohesion less soils = Contraintes résiduelles dans les pieux enfoncés dans des sols non cohérentsBRIAUD, J. L; DIMILLIO, A. F.Public roads. 1985, Vol 48, Num 1, pp 13-17, issn 0033-3735Article

Analytical Model for Fiber-Reinforced Granular Soils under High Confining StressesSHUKIA, S. K; SIVAKUGAN, N; SINGH, A. K et al.Journal of materials in civil engineering. 2010, Vol 22, Num 9, pp 935-942, issn 0899-1561, 8 p.Article

Model testing for pipe-reinforced tunnel heading in a granular soilSHIN, Jong-Ho; CHOI, Yong-Ki; KWON, Oh-Yeob et al.Tunnelling and underground space technology. 2008, Vol 23, Num 3, pp 241-250, issn 0886-7798, 10 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

Détection et utilisation des terrains instables (DUTI). Méthodes pluridisciplinaires de détection des terrains instables = Detection and use of unstable terrains. Pluridisciplinary methods for detecting unstable terrainsBONNARD, C.Annales de l'Institut technique du bâtiment et des travaux publics. 1985, Num 435, pp 35-43, issn 0020-2568Article

Bearing capacity of a circular footing on a Coulomb medium = Capacité portante d'une semelle circulaire sur un milieu de CoulombDE SIMONE, P.International conference on numerical methods in geomechanics. 1985, pp 829-836Conference Paper

Ultimate capacity of rigid single piles under inclined loads in sand = Capacité limite d'un pieu isolé rigide soumis à des charges inclinées dans un sableCHARI, T. R; MEYERHOF, G. G.Canadian geotechnical journal. 1983, Vol 20, Num 4, pp 849-854, issn 0008-3674Article

Stress-induced anisotropy in granular massesODA, M; NEMAT-NASSER, S; KONISHI, J et al.Soils and foundations. 1985, Vol 25, Num 3, pp 85-97, issn 0038-0806Article

XSP cone penetrometer: a performance evaluation = Pénétromètre à cône XSP: évaluation de performancesBEARD, R. M; JOHNSON, B. A.Ocean science and engineering. 1985, Vol 10, Num 1-2, pp 143-193, issn 0275-2220Article

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

A review of ground anchors in cohesionless soils = Revue des ancres au sol dans des sols non cohérentsLUN, P. T. W.Division of applied geomechanics technical report. Commonwealth Scientific and Industrial Research Organization. 1985, Num 139, 16 p.Serial Issue

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

Détection et utilisation des terrains instables. (DUTI). Impact des mouvements de terrain sur l'aménagement du territoire et les constructions = Detection and use of unstable terrains. Impact of landslides de country planning and constructionRECORDON, E.Annales de l'Institut technique du bâtiment et des travaux publics. 1985, Num 435, pp 28-34, issn 0020-2568Article

Beitrag zur Berechnung von Dalben = Le calcul des ducs d'Albe = On the analysis of dolphinsMINNICH, H; STÖHR, G.Bauingenieur. 1984, Vol 59, Num 9, pp 357-363, issn 0005-6650Article

Permeability of compacted granular materials = Perméabilité de matériaux granulaires compactésKENNEY, T. C; LAU, D; OFOEGBU, G. I et al.Canadian geotechnical journal. 1984, Vol 21, Num 4, pp 726-729, issn 0008-3674Article

STABILITE DES TALUS FILTRANTS DES CANAUX DANS DES SOLS DE LIMON SABLEUXBUGAJ NG.1976; GIDROMEKHANIKA, U.S.S.R.; S.S.S.R.; DA. 1976; NO 33; PP. 46-50; BIBL. 3 REF.Article

A UNIFIED YIELD CRITERION FOR COHESIONLESS GRANULAR MATERIALS = UN CRITERE DE RUPTURE UNIFIE POUR DES MATERIAUX GRANULAIRES NON COHERENTSMULLENGER G; DAVIS RO.1981; INT. J. NUMER. ANAL. METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1981; VOL. 5; NO 3; PP. 285-294; BIBL. 12 REF.Article

Modeling of tensile strength on moist granular earth material at low water contentKIM, Tae-Hyung; CHANGSOO HWANG.Engineering geology. 2003, Vol 69, Num 3-4, pp 233-244, issn 0013-7952, 12 p.Article

Liquefaction of saturated loose and cemented granular soilsZEGHAL, M; EL SHAMY, U.Powder technology. 2008, Vol 184, Num 2, pp 254-265, issn 0032-5910, 12 p.Article

Analysis and calibration of default steel strip pullout models used in JapanMIYATA, Yoshihisa; BATHURST, Richard J.Soils and foundations. 2012, Vol 52, Num 3, pp 481-497, issn 0038-0806, 17 p.Article

Application of a Hydraulic Gradient Technique for Modeling the Uplift Behavior of Piles in SandLESHCHINSKY, Dov; VAHEDIFARD, Farshid; MEEHAN, Christopher L et al.ASTM geotechnical testing journal. 2012, Vol 35, Num 3, pp 400-408, issn 0149-6115, 9 p.Article

TRAVAUX D'INJECTION DANS DES SOLS GRANULEUXMARTON J.1976; MELYEPITESTUDOM. SZEMLE; MAGYAR.; DA. 1976; VOL. 26; NO 8; PP. 341-349; ABS. ALLEM. RUSSE ANGL. FR.; BIBL. 11 REF.Article

BEIWESTE FUER DEN RAEUMLICHEN, AKTIVEN ERDDRUCK BEI ROLLIGEN BOEDEN = COEFFICIENTS POUR LA POUSSEE DES TERRES ACTIVE ET SPATIALE DANS LES SOLS NON COHERENTSKARSTEDT J.1980; BANINGENIEUR; DEU; DA. 1980; VOL. 55; NO 1; PP. 31-34; BIBL. 1 REF.Article

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