Uplift capacity of driven piles in sand = Capacité de résistance aux forces de soulèvement des pieux battus dans le sablePISE, P. J; CHATTOPADHYAY, B. C.Journal of the Institution of Engineers. India. Civil Engineering Division. 1987, Vol 68, Num 2, pp 89-91, issn 0020-336XArticle

Der Duktilpfohl = Le pieu en fer ductile = The ductile iron pileHETTLER, A.Bauingenieur. 1990, Vol 65, Num 7, pp 319-324, issn 0005-6650, 6 p.Article

Dynamische Probebelastungen ohne elektronische Messungen = Dynamic pile tests without electronic measurements = Essais sur pieux dynamiques sans mesure électroniqueMEEK, J. W.Bautechnik (Berlin, 1984). 1994, Vol 71, Num 1, pp 8-14, issn 0932-8351Article

Massport modernization = Modernisation d'un port du MassachussettsERICKSON, B. P; MCCOLLOUGH, T. J; SURKO, A. JR et al.Civil engineering ASCE. 1993, Vol 63, Num 4, pp 50-53, issn 0360-0556Article

Morpeth SeaStar installationREDFERN, I.J; CALKINS, D.E; MACDERMOTT, J.R et al.Platform and Marine System Design, 31st Annual Offshore Technology Conference. 1999, pp 533-542Conference Paper

Effect of strain rate, sampling technique and aging on the spoil properties used in the reassessment of pile foundations performance in the Bay of CampecheVALLE, C; BARRERA, P; TABOADA, V et al.Construction and installation/field drilling and development systems - Offshore Technology Conference. 1998, pp 247-256Conference Paper

Jacket performance due to foundation degraded responseMIRZA, U. A; MACLAREN, D. J.Offshore technology conference. I: geology, earth sciences & environment. 1992, pp 311-322Conference Paper

Gründungssanierung mit eingepressten Pfählen. Beispiel: das Postamt in Konstanz = Stabilisation de fondations avec des pieux battus. Exemple: la poste de Constance = The stabilization of foundations with driven piles. Example: the post office in KonstanzKLOBE, B.Bautechnik (Berlin, 1984). 1991, Vol 68, Num 8, pp 253-258, issn 0932-8351, 6 p.Article

The role of calcareous cementation on bearing capacity of driven pilesSPILOTRO, G; LENTI, V; FIDELIBUS, C et al.International congress international association of engineering geology. 6. 1990, pp 2017-2021, 5 p.Conference Paper

Design of laterally loaded driven piles using the flot dilatometer = Calcul de pieux battus sous charge latérale par le dilatomètre platROBERTSON, P. K; DAVIES, M. P; CAMPANELLA, R. G et al.ASTM geotechnical testing journal. 1989, Vol 12, Num 1, pp 30-38, issn 0149-6115Article

The influence of the shape of a pile shoe on a model pile penetrating layered soil = L'influence de la forme de la base d'un pieu sur la pénétration d'un modèle de pieu dans un sol stratifiéROWLANDS, G. O.ASTM geotechnical testing journal. 1989, Vol 12, Num 4, pp 317-322, issn 0149-6115Article

La technique Fond de Pieu ou le battage sans ses inconvénients = The pile bottom technique (or driving without its disadvantages)ROGER, P; PAUTRE, J.-L; COUR, F et al.Travaux (Paris). 1997, Num 727, pp 76-80, issn 0041-1906Article

Induced bending moments in batter piles in settling soilsNARASIMHA RAO, S; MURTHY, T. V. B. S. S; VEERESH, C et al.Soils and foundations. 1994, Vol 34, Num 1, pp 127-133, issn 0038-0806Article

Un parking fondé sur pieux métalliques = A parking lot founded on metallic pilesMONTAGNON, M.Chantiers de France (Paris). 1994, Num 267, issn 0397-4650, p. 54Article

Rationelle Herstellung und Verwendung von Stahlbeton-rammpfählen: das Spezialgebiet eines dänischen Betonfertigteilwerkes = Production et utilisation rationnelle de pieu en béton armé: la spécialité d'un préfabricateur danois = Producing and implementing rationnally reinforced concrete piles: a specialized precasting plant in DenmarkCLAUSEN, H. P.Betonwerk und Fertigteil-Technik. 1988, Vol 54, Num 12, pp 42-48, issn 0373-4331Article

Evaluation de la contrainte d'impact et de la capacité portante d'un pieu battuHAGA, T; KONDO, J.Tsuchi to kiso. 1988, Vol 36, Num 7, pp 11-16, issn 0041-3798Article

Behavior of piles under axial cyclic loadingLAMBSON, M. D; CRAIG, W. H.Annual offshore technology conference. 20. 1988, pp 129-138Conference Paper

Lateral pressure measurements during 2.5 years of consolidation and setupBOGART, D; MATLOCK, H.Geology, earth sciences and environmental factors - Offshore Technology Conference. 1998, pp 433-444Conference Paper

Project overview and organization-tension pile studyCHAN, J.H.C; BIRRELL, N.D.Geology, earth sciences and environmental factors - Offshore Technology Conference. 1998, pp 399-406Conference Paper

Axial capacity of offshore piles driven in dense sandJARDINE, R.J; OVERY, R.F.Geology, earth sciences and environmental factors 1996 Offshore Technology Conference. 1996, pp 161-170Conference Paper

Essais de chargement de pieux métalliques battus dans un sol coralien = Loading tests on driven steel piles in a coral soilCARREAU, C.Travaux (Paris). 1993, Num 688, pp 30-37, issn 0041-1906Article

Nouveaux postes rouliers pour nouveaux cargos mixtes dans les bassins Est du port de Marseille = New roll-on/roll-off docks for new combination cargos in the east basins of the port of MarseilleKLEFSTAD-SILLONVILLE, F; RAYBAUT, J.-C; RIGAZZI, G et al.Travaux (Paris). 1993, Num 691, pp 24-29, issn 0041-1906Article

Uncertainty in API parameters for prediction of axial capacity of driven piles in sandLACASSE, S; GOULOIS, A. M.Annual Offshore Technology Conference. 21. 1989, pp 353-358Conference Paper

Horizontal loading on suction piles depends on attachment point, oilsOffshore (Conroe, Tex.). 2001, Vol 61, Num 10, pp 96-160, issn 0030-0608Article

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