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ANALYSIS OF PILE GROUPS SUBJECTED TO VERTICAL AND HORIZONTAL LOADSPOULOS HG.1974; AUSTRAL. GEOMECH. J.; AUSTRAL.; DA. 1974; VOL. 4; NO 1; PP. 26-32; BIBL. 14 REF.Article

LATERAL LOAD. DEFLECTION PREDICTION FOR PILE GROUPSPOULOS HG.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 100; NO 1; PP. 19-34; BIBL. 16 REF.Article

CALCUL DES TASSEMENTS DES FONDATIONS SUR PIEUX VERTICAUXCHRISTOULAS S.1976; ANN. TRAV. PUBLICS BELG.; BELG.; DA. 1976; NO 3; PP. 185-196; ABS. NEERL.; BIBL. 20REF.Serial Issue

ESSAIS DES RADIERS MONOLITIQUES ASSEMBLES POUR LES FONDATIONS A PIEUX GROUPESGOROVSKIJ DM; BELAVINA ES; MATLAKHOV MI et al.1975; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1975; NO 5; PP. 31-32Article

DEFORMATIONS DE GROUPES DE PIEUX AVEC UNE SOUPLESSE ALEATOIRE DES APPUISKUDRYAVTSEV EP.1975; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1975; VOL. 18; NO 5; PP. 31-34; BIBL. 4 REF.Article

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

ETUDES SUR MODELES DE LA COOPERATION DE PIEUX ADJACENTS CHARGES HORIZONTALEMENT ET SITUES A LA CRETE D'UNE PENTEKRATENA J; KYSELA Z; BARTOS F et al.1976; STAVEB. CAS.; CESKOSL.; DA. 1976; VOL. 24; NO 1; PP. 44-52; ABS. RUSSE ANGL.; BIBL. 1 REF.Article

TESTING OF DRIVABILITY OF CONCRETE PILES AND DISTURBANCE TO SENSITIVE CLAYFELLENIUS BH; SAMSON L.1976; REV. CANAD. GEOTECH.; CANADA; DA. 1976; VOL. 13; NO 2; PP. 139-160; ABS. FR.; BIBL. 1P.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

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

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

ETUDE EXPERIMENTALE D'UNE FONDATION SUR PIEUKNABE W.1976; ROZPR. HYDROTECH.; POLSKA; DA. 1976; VOL. 36; PP. 75-131; ABS. ANGL. RUSSE; BIBL. 12REF.Article

THREE-DIMENSIONAL FINITE ELEMENT ANALYSIS OF VERTICALLY LOADED PILE GROUPSOTTAVIANI M.1975; GEOTECHNIQUE; G.B.; DA. 1975; VOL. 25; NO 2; PP. 159-174; ABS. FR.; BIBL. 15REF.Article

Interaction between two piles inclined in any directionJUSTO, J. L; SANCHEZ LANGEBER, J. M.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 919-922, isbn 90-2651-853-6, 3VolConference Paper

The behavior of post-grouting pile groups under vertical loadLIU JIN-LI; GAO WEN-SHENG.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 209-212, isbn 90-5809-055-8Conference Paper

3-D analysis of a group of piles in a multilayered soil submitted to a seismic field ― Comparisons with experiments = Analyse 3-D d'un groupe de pieux dans un sol a multicouche soumis a un champ sismique. Comparaison avec des expériencesCHAPEL, F; CREPEL, J. M.International conference on numerical methods in geomechanics. 1985, pp 867-873Conference Paper

Effet d'inclinaison des micropieux dans un groupe. Approche par une méthode hybride = Micropile inclination effect within a group. A hybrid method approachESTEPHAN, R; FRANK, R; DEGNY, E et al.European Conference on soil mechanics and geotechnical engineering. 2003, pp 541-546, isbn 80-86769-01-1, 6 p.Conference Paper

Settlement calculation of pile groupsCZAP, Z.Baltic Geotechnics'95. Baltic Geotechnical Conference. 1995, pp 123-128Conference Paper

Modified calculation of pile-group settlement interaction = Calcul modifié de l'interaction au tassement d'un groupe de pieuPOULOS, H. G.Journal of geotechnical engineering. 1988, Vol 114, Num 6, pp 697-706, issn 0733-9410Article

The settlement of a group of raked pilesJUSTO, J. L; SANCHEZ LANGEBER, J. M.European Conference on soil mechanics and geotechnical engineering. 2003, pp 215-220, isbn 80-86769-01-1, 6 p.Conference Paper

Granular pile groups - an interaction analysisMADHAV, M. R; CHANDRA, S; SHARMA, J. K et al.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 229-232, isbn 90-5809-055-8Conference Paper

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