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au.\*:("POULOS HG")

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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

SETTLEMENT OF SINGLE PILES IN NONHOMOGENEOUS SOIL = COMPORTEMENT DES PIEUX ISOLES DANS DES SOLS NON HOMOGENESPOULOS HG.1979; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG. DIV.; USA; DA. 1979; VOL. 105; NO 5; PP. 627-641; BIBL. 20 REF.Article

BEHAVIOUR OF LATERALLY LOADED PILES NEAR A CUT OR SLOPE.POULOS HG.1976; AUSTRAL. GEOMECH. J.; AUSTRAL.; DA. 1976; VOL. 6; NO 1; PP. 6-12; BIBL. 16 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

NORMALIZED DEFORMATION PARAMETERS FOR KAOLIN = PARAMETRE DE DEFORMATION NORMALISE POUR DU KAOLINPOULOS HG.1978; GEOTECH. TEST. J.; USA; DA. 1978; VOL. 1; NO 2; PP. 102-106; BIBL. 3 REF.Article

SETTLEMENT OF ISOLATED FOUNDATIONS.POULOS HG.sdIN: SOIL MECH. RECENT DEV. PROC. GEN. SESS. SYMP.; KINGSTON, AUST.; 1975; KENSINGTON UNISEARCH; , P. 181 A 212Miscellaneous

CYCLIC AXIAL RESPONSE OF SINGLE PILE = REPONSE D'UN SEUL PIEU DE FONDATION A UNE CHARGE AXIALE CYCLIQUEPOULOS HG.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; NO 1; PP. 41-58; BIBL. 19 REF.Article

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

SOME ASPECTS OF SKIN FRICTION OF PILES IN CLAY UNDER CYCLIC LOADING = QUELQUES ASPECTS DU FROTTEMENT LATERAL DANS L'ARGILE DES PIEUX SOUMIS A DES CHARGEMENTS CYCLIQUESPOULOS HG.1981; GEOTECH. ENG.; ISSN 0046-5828; THA; DA. 1981; VOL. 12; NO 1; PP. 1-17; BIBL. 8 REF.; 1 TAB. ; ILL./TABL.Article

TORSIONAL RESPONSE OF PILESPOULOS HG.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 10; PP. 1019-1035; BIBL. 10REF.Article

LOAD-DEFLECTION PREDICTION FOR LATERALLY LOADED PILESPOULOS HG.1973; AUSTRAL. GEOMECH. J.; AUSTRAL.; DA. 1973; VOL. 3; NO 1; PP. 1-8; BIBL. 22 REF.Article

OBSERVED AND PREDICTED BEHAVIOUR OF TWO EMBANKMENTS ON CLAYPOULOS HG.1972; GEOTECH. ENGNG; THAILAND; 1972, VOL. 3, NUM. 0001, P. 1 A 20Serial Issue

STRESSES AND DISPLACEMENTS IN AN ELASTIC LAYER UNDERLAIN BY A ROUGH RIGID BASE.POULOS HG.1967; GEOTECHNIQUE; GBR; 1967(12), VOL. 17, NUM. 0004, P. 378 A 410Miscellaneous

SINGLE PILE RESPONSE TO CYCLIC LATERAL LOAD = REPONSE D'UN PIEU ISOLE A UNE CHARGE LATERALE CYCLIQUEPOULOS HG.1982; PROC. AM. SOC. CIV. ENG., J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO GT3; PP. 355-375; BIBL. 18 REF.Article

PREDICTED AND MEASURED BEHAVIOUR OF AN EMBANKMENT ON BOSTON BLUE CLAYSDAVIS EH; POULOS HG.1975; AUSTRAL. GEOMECH. J.; AUSTRAL.; DA. 1975; VOL. 5; NO 1; PP. 1-9; BIBL. 10REF.; 19 ILL.Serial Issue

THE USE OF ELASTIC THEORY FOR SETTLEMENT PREDICTION UNDER THREE-DIMENSIONAL CONDITIONS.DAVIS EH; POULOS HG.1968; GEOTECHNICS; JPN; 1968(3), VOL. 18, NUM. 0001, P. 67 A 91Miscellaneous

USE OF A PHENOMENOLOGICAL MODEL TO ANALYSE SOIL CREEP.DE AMBROSIS LP; POULOS HG.1975; GEOTECH. ENGNG; THAILAND; DA. 1975; VOL. 6; NO 2; PP. 95-118; BIBL. 1 P.; 19 ILL.Article

RATE OF SETTLEMENT UNDER TWO- AND THREE-DIMENSIONAL CONSOLIDATIONDAVIS EH; POULOS HG.1972; GEOTECHNIQUE; G.B.; 1972, VOL. 22, NUM. 0003, P. 533Serial Issue

PILE GROUP ANALYSIS: A STUDY OF TWO METHODS = CALCUL DE GROUPE DE PIEUX: ETUDE DE DEUX METHODESPOULOS HG; RANDOLPH MF.1983; J. GEOTECH. ENG.; USA; DA. 1983; VOL. 109; NO 3; PP. 355-372; BIBL. 15 REF.Article

THE BEHAVIOUR OF FOUNDATIONS SUPPORTED BY CLAY STABILISED BY STONE COLUMNS = COMPORTEMENT DE FONDATIONS SUR ARGILE STABILISEE PAR DES COLONNES BALLASTEESBALAAM NP; POULOS HG.1983; IMPROVEMENT OF GROUND. EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 8/1983/HELSINKI; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1983; VOL. 1; PP. 199-204; BIBL. 1 P.; ILL.Conference Paper

LABORATORY DETERMINATION OF IN SITU HORIZONTAL STRESS IN SOIL MASSES.POULOS HG; DAVIS EH.1972; GEOTECHNIQUE; GBR; 1972, VOL. 22, NUM. 0001, P. 177 A 182Miscellaneous

A THEORETICAL EXAMINATION OF ERRORS IN MEASURED SETTLEMENT OF TEST PILES.POULOS HG; MATTES NS.sdIN: AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG.; DA. S.D.; PP. 174-178; BIBL. 6 REF.Conference Paper

A THEORETICAL STUDY OF THE CYCLIC SHAKEDOWN OF LATERALLY LOADED PILES = ETUDE THEORIQUE DE L'ADAPTATION PLASTIQUE CYCLIQUE DE PIEUX A CHARGEMENT LATERALSWANE IC; POULOS HG.1982; INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS. 4/1982/EDMONTON; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; VOL. 2; PP. 853-864; BIBL. 12 REF.; 2 TAB. ; ILL./TABL.Conference Paper

PREDICTED AND MEASURED BEHAVIOUR OF AN EMBANKMENT ON BOSTON BLUE CLAY.DAVIS EH; POULOS HG.1975; AUSTRAL. GEOMECH. J.; AUSTRAL.; 1975, VOL. 5, NUM. 0001, P. 1 A 9Serial Issue

PREDICTION OF DOWNDRAG FORCES IN END-BEARING PILESPOULOS HG; DAVIS EH.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 2; PP. 189-204; BIBL. 1P.Article

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