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

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

ANALYSIS OF CREEP SETTLEMENT OF PILE FOUNDATIONS.BOOKER JR; POULOS HG.1976; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1976; VOL. 102; NO 1; PP. 1-14; BIBL. 17 REF.Article

RATE OF SETTLEMENT UNDER TWO- AND THREE-DIMENSIONAL CONDITIONS.DAVIS EH; POULOS HG.1972; GEOTECHNIQUE; GBR; 1972, VOL. 22, NUM. 0001, P. 95 A 114Miscellaneous

THE ONE-DIMENSIONAL CONSOLIDATION OF COLUMNS OF SOIL OF FINITE LENGTHSMILES DE; POULOS HG.1969; AUSTRAL. J. SOIL RES; AUS; 1969(12), VOL. 7, NUM. 0003, P. 285 A 291Miscellaneous

METHOD OF CALCULATING LONG-TERM CREEP SETTLEMENTS.POULOS HG; DEAMBROSIS LP; DAVIS EH et al.1976; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1976; VOL. 102; NO 7; PP. 787-804; BIBL. 2 P.; 13 ILL.Article

EFFECT OF SEEPAGE ON EMBANKMENT DEFORMATIONS DUE TO WATER LOADING.CARTER JP; POULOS HG; BOOKER JR et al.sdIN: AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG.; DA. S.D.; PP. 159-163; BIBL. 7 REF.Conference Paper

ANALYSIS OF GRANULAR PILE BEHAVIOUR USING FINITE ELEMENTS.BALAM NP; BOOKER JR; POULOS HG et al.sdIN: FINITE ELEM. METHODS ENG. INT. CONF. PROC.; ADELAIDE, AUST.; 1976; S.L.; DA. S.D.; PP. 29.1-29.13; BIBL. 10 REF.Conference Paper

STRESS-DEFORMATION AND STRENGTH CHARACTERISTICS.LADD CC; FOOTT R; ISHIHARA K et al.1977; IN: CONGR. INT. MEC. SOLS TRAV. FOND. 9. C.R.; TOKYO; 1977; S.L.; JAP. SOC. SOIL MECH. FOUND. ENG.; DA. 1977; VOL. 2; PP. 421-494; BIBL. 12 P.; 57 ILL.Conference Paper