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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

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

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

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

Behaviour of pile group containing defective pilesXU, K. J; POULOS, H. G.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1039-1042, isbn 90-2651-853-6, 3VolConference Paper

Finite layer analysis of vertically loaded piles and pile groupsSOUTHCOTT, P.H; SMALL, J.C.Computers and geotechnics. 1996, Vol 18, Num 1, pp 47-63, issn 0266-352XArticle

Stiffness and damping coefficients of pile foundations for compressor foundation designKRISHEN KUMAR; GOPAL RANJAN; VILADKAR, M. N et al.Indian geotechnical journal. 1996, Vol 26, Num 3, pp 313-343, issn 0046-8983Article

Design methods for pile groups and piled raftsRANDOLPH, M.F.International conference on soil mechanics and foundation engineering. 1994, pp 61-82Conference 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

CHARGE LIMITE DES GROUPES DE PIEUX. BASES EXPERIMENTALES ET THEORIEDEMONSABLON P.1975; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1975; NO 328; PP. 49-84; ABS. ANGL. ALLEM. ESP.; BIBL. 1 P. 1/2Article

MESURES EXPERIMENTALES EN MILIEU PULVERULENT : DE LA BUTEE DES TERRES, DU POUVOIR PORTANT DES PIEUX ET GROUPES DE PIEUXYUAN TCHENG.1975; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1975; NO 332; PP. 90-115; ABS. ALLEM. ANGL. ESP.Serial Issue

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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