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

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

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

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

LIQUEFACTION, CYCLIC MOBILITY AND EARTH DAMS = LIQUEFACTION, MOBILITE CYCLIQUE ET BARRAGES EN TERREFERRITTO J; FORREST J.1980; WAT. POWER DAM CONSTR.; GBR; DA. 1980; VOL. 32; NO 8; PP. 30-35; BIBL. 19 REF.Article

PERFORMANCE OF ELASTIC WHEELS ON YIELDING COHESIVE SOILS.FUJIMOTO Y.1977; J. TERRAMECH.; U.S.A.; DA. 1977; VOL. 14; NO 4; PP. 191-210; ABS. FR. ALLE.; BIBL. 6 REF.Article

EINFLUSS DER STEIFIGKEIT DER UNTERLAGE AUF DEN VERDICHTUNGSERFOLG = INFLUENCE DE LA RIGIDITE DES COUCHES DE FONDATION SUR LES RESULTATS DU COMPACTAGEPOHLE; FRENKING H.1981; FORSCHUNG STRASSENBAU UND STRASSENVERKEHRSTECHNIK; ISSN 0344-0788; DEU; DA. 1981; NO 330; PP. 103-128Article

PROBLEMES DES SOLS NON COHERENTS STABILISES PAR LES CENDRES VOLANTESWILENSKI P.1976; PRACE INST. BADOW. DROG. MOST., WAUZAWA; POLSKA; DA. 1976; NO 3-4; PP. 43-73; ABS. ANGL. FR. RUSSE; BIBL. 11 REF.Article

CLEAR-WATER SCOUR AT CYLINDRICAL PIERS = AFFOUILLEMENT EN EAU CLAIRE POUR DES PIEUX CYLINDRIQUESRAUDKIVI AJ; ETTEMA R.1983; JOURNAL OF HYDRAULIC ENGINEERING; ISSN 512710; USA; DA. 1983; VOL. 109; NO 3; PP. 338-350; BIBL. 8 REF.Article

EINFLUSS DER GESCHWINDIGKEIT AUF DEN SCHNEIDVORGANG IN ROLLIGEN BOEDEN. = INFLUENCE DE LA VITESSE SUR L'OPERATION DE COUPE DE SOLS NON COHERENTSKETTERER B.1977; BAUMASCH. U. BAUTECH.; DTSCH.; DA. 1977; VOL. 24; NO 9; PP. 540-549 (8P.); ABS. ANGL. FR.; BIBL. 5 REF.Article

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