Rissbildung in Rammpfählen aus Stahl-oder Spannbeton = Formation de fissures dans les pieux battus en béton armé ou précontraints = Cracking in reinforced and prestressed piles during drivingZORN, N.-F; REINHARDT, H.-W.Bauingenieur. 1985, Vol 60, Num 12, pp 513-518, issn 0005-6650Article

Real and apparent relaxation of driven piles = «Relaxation» réelle et apparente de pieux battusTHOMPSON, C. D; THOMPSON, D. E.1985, Vol 111, Num 2, pp 225-237Article

Kikeh anchor piling adapted to confines of DP-2 monohullOffshore (Conroe, Tex.). 2008, Vol 68, Num 10, issn 0030-0608, A, 86-89 [3 p.]Article

Le programme de calcul BATLAB pour l'analyse du battage des pieux = The BATLAB computer programme for pile-driving analysisBOSSARD, A; CORTÉ, J.-F.Annales des ponts et chaussées. 1984, Num 31, pp 3-17, issn 0152-9668Article

Geotechnically allowable stress for driven pilesFELLENIUS, B. H.Civil engineering ASCE. 1984, Vol 54, Num 11, pp 72-75, issn 0360-0556Article

Geotechnically allowable stress for driven piles = Contrainte géotechniquement admissible pour des pieux battusFELLENIUS, B. H.Civil engineering ASCE. 1984, Vol 54, Num 11, pp 72-75, issn 0360-0556Article

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

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

Kwaliteitsonderzoek door echometingen van funderingspalen = Examen de l'homogénéité des pieux par mesures acoustiquesVAN IMPE, W; VAN KOTEN, H; DE VOS, J et al.Annales des travaux publics de Belgique. 1985, Vol 138, Num 1, pp 7-26, issn 0373-0891Article

Jet grouting at Felixstowe Docks = Pieux injectés sous pression aux docks de FelixstoweCOOMBER, D. B; WRIGHT, P. W.Ground engineering. 1984, Vol 17, Num 5, pp 19-24, issn 0017-4653Article

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

Port autonome du Havre: le poste du nouveau centre multivracPATEY, G; LEMASSON, P; HEBERT, P et al.Travaux (Paris). 1985, Num 603, pp 17-20, issn 0041-1906Article

Analytical solution for pile hammer impactTAKE, W. A; VALSANGKAR, A. J; RANDOLPH, M. F et al.Computers and geotechnics. 1999, Vol 25, Num 2, pp 57-74, issn 0266-352XArticle

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

Piling and Foundations = Pieux et fondationsConcrete (London). 1983, Vol 17, Num 10, pp 7-28, issn 0010-5317Article

Dynamic experiments on two pile groups = Essais dynamiques sur deux groupes de pieuxEL-MARSAFAWI, H; HAN, Y. C; NOVAK, M et al.Journal of geotechnical engineering. 1992, Vol 118, Num 4, pp 576-592, issn 0733-9410Article

Un esempio di prefabbricazione in ambiente marino: la diga del porto industriale di Manfredonia = Un exemple de préfabrication en milieu marin: la digue du port industriel de ManfredoniaCAIRONI, M.1985, Vol 21, Num 7-8, pp 485-495Article

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