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Results 1 to 25 of 76

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EFFECTS OF THE PILE CAP ON THE LOAD DISPLACEMENT BEHAVIOUR OF PILE GROUPS WHEN SUBJECTED TO ECCENTRIC LOADING.BANERJEE PK.sdIN: AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG.; DA. S.D.; PP. 179-184; BIBL. 9 REF.Conference Paper

PRECAST PRESTRESSED TANKER DOCKING FACILITY AND ROADWAY/PIPEWAY TRESTLE = INSTALLATION D'ACCOSTAGE DES TANKERS, EN BETON PRECONTRAINT PREFABRIQUE ET SUPPORT EN FORME DE TRETEAU POUR UN ENSEMBLE ROUTE/PIPELINE1980; J. PRESTRES. CONCR. INST.; USA; DA. 1980; VOL. 25; NO 1; PP. 112-119Article

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

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

Clearwater local scour at complex piersCOLEMAN, Stephen E.Journal of hydraulic engineering (New York, N.Y.). 2005, Vol 131, Num 4, pp 330-334, issn 0733-9429, 5 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

Increased Lateral Abutment Resistance from Gravel Backfills of Limited WidthROLLINS, Kyle M; GERBER, Travis M; KU HYUN KWON et al.Journal of geotechnical and geoenvironmental engineering. 2010, Vol 136, Num 1, pp 230-238, issn 1090-0241, 9 p.Article

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 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 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

MOBILISATION OF EARTH PRESSURE ACTING ON PILE CAPS UNDER CYCLIC LOADINGTAKAHASHI, Akihiro; SUGITA, Hideki; TANIMOTO, Shunsuke et al.Soils and foundations. 2008, Vol 48, Num 6, pp 741-754, issn 0038-0806, 14 p.Article

Optimization of Pile Groups Using Hybrid Genetic AlgorithmsCHAN, C. M; ZHANG, L. M; NG, Jenny T. M et al.Journal of geotechnical and geoenvironmental engineering. 2009, Vol 135, Num 4, pp 497-505, issn 1090-0241, 9 p.Article

Collapse mechanisms and strength prediction of reinforced concrete pile capsJENSEN, Uffe G; HOANG, Linh C.Engineering structures. 2012, Vol 35, pp 203-214, issn 0141-0296, 12 p.Article

Lateral Spreading Forces on Bridge Piers and Pile Caps in Laterally Spreading Soil: Effect of Angle of IncidenceKNAPPETT, J. A; MOHAMMADI, S; GRIFFIN, C et al.Journal of geotechnical and geoenvironmental engineering. 2010, Vol 136, Num 12, pp 1589-1599, issn 1090-0241, 11 p.Article

Construction control and pile body tensile stresses distribution pattern during drivingLIYUN ZHOU; JIANBIN CHEN; WEIKANG LAO et al.Journal of geotechnical and geoenvironmental engineering. 2007, Vol 133, Num 9, pp 1102-1109, issn 1090-0241, 8 p.Article

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

NEUE ERKOMTNISSE UEBER DEN SPITZENDRUCK VON PFAEHLEN IN SAND UND EINIGE PAKTISCHE KONSEQUENZEN = NOUVELLES CONNAISSANCES SUR LA PRESSION A LA POINTE DES PIEUX DANS LE SABLE ET QUELQUES CONSEQUENCES PRATIQUESFRANKE E.1981; BAUTECH., AUSG. B; ISSN 0340-5044; DEU; DA. 1981; VOL. 58; NO 3; PP. 80-86; BIBL. 14 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

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

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