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PIEUX FORES VERTICAUX DE GRANDE PROFONDEUR SOUMIS A UNE FORCE HORIZONTALE EN TETE. MODE DE CALCULHANUS F.1976; TRAV. PUBLICS; FR.; DA. 1976; VOL. 112; NO 1012; PP. 35-38Article

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

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

CONTROLE DES PIEUX OU DES PUITS SOUMIS A DES EFFORTS HORIZONTAUX OU DE FLEXION PAR LA METHODE D'EXCITATION TRANSVERSALEPHILIPPONNAT G.1981; BULL. TECH. BUR. VERITAS; ISSN 0007-5752; FRA; DA. 1981; VOL. 63; NO 7-8; PP. 316-320Article

DESIGN OF ISOLATED PILE CAPS = CALCUL DES TETES DE PIEU ISOLEESSHARMA BD.1979; INDIAN CONCR. J.; IND; DA. 1979; VOL. 53; NO 8; PP. 222-226; BIBL. 15 REF.Article

Lateral response of fixed-head pile = Réponse latérale d'un pieu à tête fixePISE, P. J.Journal of geotechnical engineering. 1983, Vol 109, Num 8, pp 1126-1131, issn 0733-9410Article

Lateral response of free-head pile = Réponse latérale de pieux libres en têtePISE, P. J.Journal of geotechnical engineering. 1984, Vol 100, Num 12, pp 1805-1809, issn 0733-9410Article

Lateral load tests on model pile groups = Essais de charge latérale sur des groupes de pieu modèleSELBY, A. R; POULOS, H. G.Transactions of the Institution of Engineers, Australia. Civil engineering. 1985, Vol 27, Num 3, pp 281-285, issn 0819-0259Article

Analysis of pile foundations for structures with machine loads = Analyse de fondations sur pieux de structures destinées à supporter des machinesPINCUS, G; O'NEILL, M. W.Civil engineering for practicing and design engineers. 1984, Vol 3, Num 2, pp 105-162, issn 0277-3775Article

Horizontal response of piles in layered soils = Réponse horizontale de pieux dans un sol multicouchesGAZETAS, G; DOBRY, R.Journal of geotechnical engineering. 1984, Vol 110, Num 1, pp 20-40, issn 0733-9410Article

DESIGN OF PILE GROUPS UNDER VERTICAL LOAD IN SAND = CALCUL DU COMPORTEMENT DE GROUPES DE PIEUX SOUS CHARGE VERTICALE DANS DU SABLEGARG KG.1979; INDIAN CONCR. J.; IND; DA. 1979; VOL. 53; NO 12; PP. 322-339; (6 P.); BIBL. 19 REF.Article

PILE FIELDS SUPPORT PREFABRICATED PLANTS FLOATED INTO PLACE = DES CHAMPS DE PIEUX MAINTIENNENT EN PLACE DES USINES FLOTTANTES PREFABRIQUEESISAAK E; JOHNSON S.1980; CIV. ENGNG; USA; DA. 1980; VOL. 50; NO 1; PP. 61-63Article

CONTROLE DE LA PORTANCE D'UN PIEU FORE DANS LES CALCAIRES DE BEAUCEBUSTAMANTE M; GIANESELLI L; WASCHKOWSKI E et al.1980; BULL. LIAISON LAB. PONTS CHAUSS.; FRA; DA. 1980; NO 106; PP. 69-78; ABS. ENG/GER/SPA/RUS; BIBL. 6 REF.Article

FUNDATIONEN FUER WEITGESPANNTE BRUECKEN. = FONDATIONS DES PONTS DE GRANDE PARTIELEONHARDT F.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HENGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; VOL. 2; PP. 187-194; ABS. ANGL. FR.; BIBL. 1 REF.Conference Paper

Static and dynamic lateral deflexion of piles in non-homogeneous soil stratum = Flèche latérale statique et dynamique de pieux dans une couche de sol non homogèneKRISHNAN, R; GAZETAS, G; VELEZ, A et al.Geotechnique. 1983, Vol 33, Num 3, pp 307-325, issn 0016-8505Article

3-D elastic analysis of three-pile capsIYER, P. K; SAM, C.Journal of engineering mechanics. 1991, Vol 117, Num 12, pp 2862-2883, issn 0733-9399Article

Post-tensioning foundations = Fondations précontraintes par posttensionMAYER, M.1990, Num 3, pp 9-11, 3 p.Article

On the recovery coefficient and parameter selection for a new type of disk spring pile capLIYUN ZHOU; JIANBIN CHEN; XUN ZHOU et al.Journal of testing and evaluation. 2001, Vol 29, Num 6, pp 582-587, issn 0090-3973Article

Three-dimensional photoelastic analysis of pile capsKRISHNA IYER, P; SAM, C.Journal of strain analysis for engineering design. 1996, Vol 31, Num 1, pp 35-42, issn 0309-3247Article

Experimental Investigation of Clear-Water Local Scour of Compound PiersATAIE-ASHTIANI, B; BARATIAN-GHORGHI, Z; BEHESHTI, A. A et al.Journal of hydraulic engineering (New York, N.Y.). 2010, Vol 136, Num 6, pp 343-351, issn 0733-9429, 9 p.Article

Effects of Pile Cap Thickness on the Maximum Scour Depth at a Complex PierFERRARO, Domenico; TAFAROJNORUZ, Ali; GAUDIO, Roberto et al.Journal of hydraulic engineering (New York, N.Y.). 2013, Vol 139, Num 5, pp 482-491, issn 0733-9429, 10 p.Article

Nonlinear finite element analysis of reinforced concrete four-pile capsSAM, C; KRISHNA IYER, P.Computers & structures. 1995, Vol 57, Num 4, pp 605-622, issn 0045-7949Article

Building pile caps on weak soils = Construction des têtes de pieux sur les sols meubles et peu résistantsTINER, W; ULRICH, E. J; MOORE, P. D et al.Concrete international. 1988, Vol 10, Num 7, pp 13-17, issn 0162-4075Article

Chatham Maritime : lift bridgeENGLAND, P.Construction repair (1992). 1996, Vol 10, Num 1, pp 27-31, issn 0967-0726Article

Marsh Mills Viaducts replacement schemeFARMER, N.Construction repair (1992). 1996, Vol 10, Num 1, pp 18-21, issn 0967-0726Article

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