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UPLIFT CAPACITY OF GROUP PILES IN SAND.DAS BM; SEELEY GR; SMITH JE et al.1976; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1976; VOL. 102; NO 3; PP. 282-286; BIBL. 9 REF.Article

EFFECTS OF THE PILE CAP ON THE LOAD DISPLACEMENT BEHAVIOUR OF PILE GROUPS WHEN SUBJECTED TO ECCENTRIC LOADING.BANERJEE PK.sdIN: AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG.; DA. S.D.; PP. 179-184; BIBL. 9 REF.Conference Paper

BAUTECHNOLOGISCHE EINFLUESSE AUF DEN ENTWURF RATIONELLER GRUENDUNGSLOESUNGEN. = INFLUENCE DE LA TECHNOLOGIE SUR LA CONCEPTION DE FONDATIONS RATIONNELLES.PILZ M.1978; BAUPLAN. BAUTECH.; DDR; DA. 1978; VOL. 32; NO 6; PP. 272-275; BIBL. 8 REF.Article

ANALYSIS OF THREE-DIMENSIONAL PILE GROUPS WITH NONLINEAR SOIL RESPONSE AND PILE-SOIL-PILE INTERACTION.O'NEILL MW; GHAZZALY OI; HO BOO HA et al.1977; IN: ANNU. OFFSHORE TECHNOL. CONF. 9. PROC.; HOUSTON, TEX.; 1977; DALLAS, TEX.; OFFSHORE TECHNOL. CONF.; DA. 1977; VOL. 2; PP. 245-256; BIBL. 22 REF.Conference Paper

DRAG OF YAWED PILE GROUPS AT LOW REYNOLDS NUMBERSBALL DJ; HALL CD.1980; PROC. AMER. SOC. CIV. ENGRS, J. WATERWAY PORT COAST. OCEAN DIV.; USA; DA. 1980; VOL. 106; NO 2; PP. 229-238; BIBL. 6 REF.Article

GROUP FACTORS FOR PILE DEFLECTION ESTIMATION = FACTEURS DE GROUPE POUR L'ESTIMATION DU FLECHISSEMENT DES PIEUXPOULOS HG.1979; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; USA; DA. 1979; VOL. 105; NO 12; PP. 1489-1509; BIBL. 13 REF.Article

THREE-DIMENSIONAL ANALYSIS OF RAKED PILE GROUPS.BANERJEE PK; DRISCOLL RM.1976; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1976-12; VOL. 61; PART. 2; PP. 653-671; BIBL. 1 P. 1/2Article

DEEP COLUMN FOUNDATIONS OF LARGE BRIDGE PIERS.SILIN KS; GLOTOV NM; KUTZENKO VN et al.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HOENGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; PP. 371-376; ABS. FR. ALLEM.Conference Paper

BEHAVIOUR OF PILED FOUNDATIONS = COMPORTEMENT DE FONDATIONS SUR PIEUXCOOKE RW.1981; BRE NEWS; ISSN 0144-8358; GBR; DA. 1981; NO 54; PP. 10-13; BIBL. 5 REF.Article

AN ANALYSIS OF THE VERTICAL DEFORMATION OF PILE GROUPS = CALCUL DE LA DEFORMATION D'UN GROUPE DE PIEUX SOUMIS A UNE CHARGE VERTICALERANDOLPH HF; WROTH CP.1979; GEOTECHNIQUE; GBR; DA. 1979; VOL. 29; NO 4; PP. 423-439; ABS. FRE; BIBL. 28 REF.Article

LOAD TRANSFER MECHANISMS IN PILES AND PILE GROUPS = MECANISMES DE TRANSFERT DE CHARGE DANS DES PIEUX ET DES GROUPES DE PIEUXO'NEILL MW; HAWKINS RA; MAHAR LJ et al.1982; PROC. AM. SOC. CIV. ENG., J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO GT12; PP. 1605-1623; BIBL. 17 REF.Article

SEISMIC RESPONSE OF END-BEARING PILES = REPONSE SISMIQUE DES PIEUX CHARGES EN POINTEFLORES BERRONES R; WHITMAN RV.1982; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO 4; PP. 554-569; BIBL. 28 REF.Article

WAVE FLOW AROUND THIN PILES AND PILE GROUPS = ECOULEMENT DES VAGUES AUTOUR DE PIEUX DE FAIBLES EPAISSEURS ET DE GROUPES DE PIEUXHANEY JP; HERBICH JB.1982; J. HYDRAUL. RES.; ISSN 0022-1686; NLD; DA. 1982; VOL. 20; NO 1; PP. 1-14; ABS. FRE; BIBL. 16 REF.Article

DESIGN INFERENCES FOR PILE GROUPS = CONCLUSIONS POUR UN PROJET DE FAISCEAUX DE PIEUXO'NEILL MW; HEYDINGER AG.1981; PUBLIC ROADS; ISSN 0033-3735; USA; DA. 1981; VOL. 45; NO 2; PP. 53-61; BIBL. 11 REF.Article

LAYERED SOIL-PILE-STRUCTURE DYNAMIC INTERACTION = INTERACTION DYNAMIQUE DE STRUCTURE-PIEU-SOL STRATIFIETAKEMIYA H; YAMADA Y.1981; EARTHQU. ENG. STRUCT. DYN.; ISSN 0375-6297; GBR; DA. 1981; VOL. 9; NO 5; PP. 437-457; BIBL. 23 REF.Article

PILE CAP-PILE GROUP-SOIL INTERACTION = INTERACTION SOL-GROUPE DE PIEUX-TETE DE PIEUDESAI CS; KUPPUSAMY T; ALAMEDDINE AR et al.1981; PROC. AM. SOC. CIV. ERG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; ST5; PP. 817-834; BIBL. 15 REF.Article

AN ANALYSIS BASED ON FULL SCALE MEASUREMENTS, OF INTERLOCK PILES OF CELLULAR STRUCTURED QUAYS = UNE ANALYSE BASEE SUR DES MESURES EN VRAIE GRANDEUR DES PIEUX COUPLES DE QUAIS A STRUCTURE CELLULAIREGHALI SA.1981; OCEAN ENG.; ISSN 0029-8018; USA; DA. 1981; VOL. 8; NO 3; PP. 259-294; BIBL. 15 REF.Article

LES PAROIS MOULEES.MOULIN JP.1978; BATIM., BATIR; FR.; DA. 1978; VOL. 4; NO 4; PP. 43-48; BIBL. 2 REF.Article

ADDED MASS OF PILE GROUP.GIBSON RJ; HSIANG WANG.1977; PROC. AMER. SOC. CIV. ENGRS, J. WATERWAY PORT COAST. OCEAN DIV.; U.S.A.; DA. 1977; VOL. 103; NO 2; PP. 215-223; BIBL. 3 REF.Article

FULL-SCALE LATERAL LOAD TESTS OF PILE GROUPS.KIM JB; BRUNGRABER RJ.1976; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1976; VOL. 102; NO 1; PP. 87-105; BIBL. 4 REF.Article

DYNAMIC BEHAVIOR OF PILE GROUPS = COMPORTEMENT DYNAMIQUE DE GROUPES DE PIEUXETTOUNEY MM; BRENNAN JA; FORTE MF et al.1983; J. GEOTECH. ENG.; USA; DA. 1983; VOL. 109; NO 3; PP. 301-317; BIBL. 20 REF.Article

DYNAMIC GROUP EFFECT IN AXIAL RESPONSES OF GROUP PILES = EFFET DYNAMIQUE DE GROUPE SUR LES REPONSES AXIALES DE GROUPES DE PIEUXNOGAMI T.1983; J. GEOTECH. ENG.; USA; DA. 1983; VOL. 109; NO 2; PP. 228-243; BIBL. 7 REF.Article

CENT UNE APPLICATIONS DIFFERENTES DES TECHNIQUES DE RENFORCEMENT DE LA TERRE1983; EXCAVATOR; BEL; DA. 1983; NO 465; PP. 2-20; BIBL. 2 REF.; IDEM FLE/DE ENG;[CIV. ENG. ASCE; USA; DA. 1983; VOL. 49; NO 1]Article

MODEL TEST AND ANALYSIS OF NEGATIVE FRICTION ACTING ON PILES = ESSAI SUR MODELE ET ANALYSE DU FROTTEMENT NEGATIF AGISSANT SUR DES PIEUXSHIBATA T; SEKIGUCHI H; YUKITOMO H et al.1982; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 2; PP. 29-39; BIBL. 21 REF.Article

VERTICAL VIBRATION OF PILE GROUPS = VIBRATIONS VERTICALES DES GROUPES DE PIEUXSHETA M; NOVAK M.1982; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO 4; PP. 570-590; BIBL. 35 REF.Article

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