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THE BEARING CAPACITY OF RIGID PILES AND PILE GROUPS UNDER INCLINED LOADS IN CLAY = LA PORTANCE DE PIEUX RIGIDES ET DE GROUPES DE PIEUX SOUS DES CHARGES INCLINEES DANS L'ARGILEMEYERHOF GG.1981; CAN. GEOTECH. J.=REV. CAN. GEOTECH.; ISSN 0008-3674; CAN; DA. 1981-05; VOL. 18; NO 2; PP. 297-300; ABS. FRE; BIBL. 17 REF.; ILL.Article

THE BEARING CAPACITY OF RIGID PILES AND PILE GROUPS UNDER INCLINED LOADS IN LAYERED SAND = PORTANCE DE PIEUX RIGIDES ET DE GROUPES DE PIEUX SOUS CHARGES NON VERTICALES DANS DU SABLE STRATIFIEMEYERHOF GG; MATHUR SK; VALSANGKAR AJ et al.1981; CAN. GEOTECH. J.=REV. CAN. GEOTECH.; ISSN 0008-3674; CAN; DA. 1981-11; VOL. 18; NO 4; PP. 514-519; ABS. FRE; BIBL. 12 REF.; ILL.Article

Field measurements of the stiffness of jacked piles and pile groupsYETGINER, A. G; WHITE, D. J; BOLTON, M. D et al.Geotechnique. 2006, Vol 56, Num 5, pp 349-354, issn 0016-8505, 6 p.Article

REALISATION RAPIDE DE PIEUX POUR DONDATIONS DE MAISONS INDIVIDUELLES ET DE PETITS IMMEUBLES.1978; CHANTIERS DE FR.; FRA; DA. 1978; NO 113 SUPPL.; PP. 2-3Article

USING STEEL IN ARCTIC CONSTRUCTION.COTTON HC; MACAULAY IM.1977; IN: MATER. ENG. ARCT. INT. CONF. PROC.; ST JOVITE, QUE.; 1976; METALS PARK; AM. SOC. MET.; DA. 1977; PP. 50-61; BIBL. 9 REF.Conference Paper

ETUDE IN SITU DU TRAVAIL SIMULTANE DE PIEUX A TRETEAUX ET DE LEURS FONDATIONSGOLUBKOV VN; PLAKHOTNYJ GN.1977; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1977; NO 4; PP. 31-33Article

Plugging criterion for offshore pipe pile drivabilityDEAN, E. T. R; DEOKIESINGH, S.Geotechnique. 2013, Vol 63, Num 9, pp 796-800, issn 0016-8505, 5 p.Article

BEMESSUNG FUER HORIZONTALKRAEFTE DER GRUENDUNGSGROSSPHAELE DIE MEHRERE ERDSCHICHTENDURCHDRINGEN. = DIMENSIONNEMENT POUR LES FORCES HORIZONTALES DE GRANDS PIEUX DE FONDATION TRAVERSANT PLUSIEURS COUCHES DE STRATEBENCHEA N; STANCIU A.1976; BUL. INST. POLITEH. IASI, 5; ROMAN.; DA. 1976; VOL. 22; NO 3-4; PP. 37-44; ABS. ROUM.; BIBL. 7 REF.Article

THE EFFECTS OF TYRE TYPE ON DRIVING SPEED AND PRESUMED RISK TAKINGWILSON WT; ANDERSON JM.1980; ERGONOMICS; ISSN 0014-0139; GBR; DA. 1980; VOL. 23; NO 3; PP. 113-235; ABS. FRE/GER; BIBL. 18 REF.Article

SOIL-PILE INTERACTION IN HORIZONTAL VIBRATION.NOVAK M; NOGAMI T.1977; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1977; VOL. 5; NO 3; PP. 263-281; BIBL. 7 REF.Article

A STUDY OF SOIL-PILE-STRUCTURE SYSTEMS IN SEVERE EARTHQUAKES.ARNOLD P; BEA RG; IDRISS IM et al.1977; IN: ANNU. OFFSHORE TECHNOL. CONF. 9. PROC.; HOUSTON, TEX.; 1977; DALLAS, TEX.; OFFSHORE TECHNOL. CONF.; DA. 1977; VOL. 1; PP. 189-202; BIBL. 1 P. 1/2Conference Paper

NONLINEAR FLOW OF WAVE CRESTS PAST A THIN PILE.HALLERMEIER RJ.1976; PROC. AMER. SOC. CIV. ENGRS, J. WATERWAYS HARBORS COAST. ENGNG DIV.; U.S.A.; DA. 1976; VOL. 102; NO 4; PP. 365-377; BIBL. 27 REF.Article

DETERMINATION DES CONTRAINTES DANS UN PIEU DANS LE CAS D'ENFONCEMENT PAR CHOC SUR LA BASE DE LA THEORIE DES ONDESINOSOV VL; VAJNKOF YA F; ANDREEVA LV et al.1977; PRIKL. MEKH., U.S.S.R.; S.S.S.R.; DA. 1977; VOL. 13; NO 12; PP. 46-50; BIBL. 5 REF.Article

CALCUL DE LA FORCE PORTANTE D'UN PIEU EN FONCTION DE SON DEPLACEMENT RELATIF PAR RAPPORT AU SOL.DE CONINCK J.1976; BULL. LIAISON LAB. PONTS CHAUSS.; FR.; DA. 1976; NO 86; PP. 155-156Article

CONTRIBUTION A L'ETUDE DES PIECES FLECHIES DANS LE SOL. APPLICATION AUX PIEUX ET AUX PALPLANCHES. CORRECTIONS ET ADDITIONS.CAMPUS F.1977; UNIV. LIEGE, FAC. SCI. APPL., COLLECT. PUBL.; BELG.; DA. 1977; NO 64; PP. 153-190; BIBL. 3 REF.Article

CONTRIBUTION A L'ETUDE DES PIECES FLECHIES DANS LE SOL. APPLICATION AUX PIEUX ET AUX PALPLANCHES.CAMPUS F.1977; MEM. C.E.R.E.S.; BELG.; DA. 1977; NO 53; PP. 154-190; BIBL. 2 REF.Serial Issue

RESISTANCE DES PIEUX D'APRES LES DONNEES RELATIVES A LEURS ESSAIS DE CONTROLE PAR DES MARTEAUX DIESELSCHERNYSHEV YU G.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 8; PP. 35-38; BIBL. 8 REF.Article

TROCKENDREHBOHRANLAGEN - ENTWICKLUNG UND WEITERENTWICKLUNG = INSTALLATION DE FORAGE ROTATIF A SEC. DEVELOPPEMENTMAGER W.1981; BMT, BAUMASCH. BAUTECH.; ISSN 0005-6693; DEU; DA. 1981; VOL. 28; NO 7; PP. 377-385; ABS. ENG/FRE; BIBL. 3 REF.Article

QUESTION DE DETERMINATION DE LA PORTANCE D'UN PIEUTYUREKHODZHAEV AN.1978; IZVEST. AKAD. NAUK KAZAKH. S.S.R., SER. FIZ.-MAT.; S.S.S.R.; DA. 1978; VOL. 16; NO 1; PP. 47-53; ABS. KAZ.; BIBL. 6 REF.Article

The Pali Radice (Micropiles) for the preservation of monuments and historic sitesLIZZI, F.International symposium Geotechnical engineering for the preservation of monuments and historic sites. 1997, pp 463-469, isbn 90-5410-871-1Conference Paper

DYNAMIC RESPONSE CURVES FOR VERTICALLY LOADED FLOATING PILE FOUNDATIONS = COURBES DE REPONSE DYNAMIQUE DE FONDATIONS A PIEUX FLOTTANTS CHARGES VERTICALEMENTKUHLEMEYER ROGER L.1981; CAN. GEOTECH. J.=REV. CAN. GEOTECH.; ISSN 0008-3674; CAN; DA. 1981-05; VOL. 18; NO 2; PP. 300-312; ABS. FRE; BIBL. 2 REF.; ILL.Article

Lateral load-deflection behaviour of pile groups = Comportement d'un groupe de pieux sous une charge latéralePISE, P. J.Indian geotechnical journal. 1983, Vol 13, Num 1, pp 37-51, issn 0046-8983Article

Analysis of pile test resultsWOO, S. M; JUANG, C. H.Symposia on geotextiles, geomembranes and other geosynthetics in ground improvement. 1995, pp 69-88, isbn 90-5410-593-3Conference Paper

Negative skin friction and the neutral planeMATYAS, E. L; SANTAMARINA, J. C.Canadian geotechnical journal. 1994, Vol 31, Num 4, pp 591-597, issn 0008-3674Article

Dimensionnement des pieux sous charge verticale = Design of piles under a vertical loadAMAR, S.La Revue marocaine du génie civil. 1996, Num 62, pp 2-19, issn 0851-7916Article

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