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Blasting technique aids steel pile driving = Une technique d'explosion aide au battage des pieux métalliquesGround engineering. 1984, Vol 17, Num 7, pp 25-27, issn 0017-4653Article

ETAT DES CONTRAINTES DANS DES PIEUX COMPLEXES PENDANT LEUR BATTAGEYAKUSHIN VA; AKHMEDOV NK.1978; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1978; NO 3; PP. 8-9; BIBL. 4 REF.Article

Pile driving influence on surrounding soil and structures = Influence de battage de pieu sur le sol et les structures environnantesSCHWAB, J. P; BHATIA, S. K.Civil engineering for practicing and design engineers. 1985, Vol 4, Num 8, pp 641-684, issn 0277-3775Article

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

Entwicklungen in der Unterwasser-Rammtechnik = Développements de la technique de battage sous l'eauKÜHN, H.BMT. Baumaschine + Bautechnik. 1983, Vol 30, Num 10, pp 476-483, issn 0005-6693Article

Tragverhalten von Grossrohrrammpfählen = Capacité portante de pieux tubulaires de grande section mis en place par pilonnage = The loadbearing capacity of large impact-driven pipe pilesUHLENDORF, H.-F; LERCH, D.Bautechnik (Berlin, 1984). 1989, Vol 66, Num 9, pp 319-322, issn 0932-8351Article

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

Different Approaches for Estimating Ground Strains from Pile Driving Vibrations at a Buried Archeological SiteBRANDENBERG, Scott J; COE, Joseph; NIGBOR, Robert L et al.Journal of geotechnical and geoenvironmental engineering. 2009, Vol 135, Num 8, pp 1101-1112, issn 1090-0241, 12 p.Article

LES MOUTONS DIESEL I.C.E.: UN NOUVEL ATOUT DANS LA GAMME DU MATERIEL DE BATTAGE PAJOT1982; CHANTIERS FR.; ISSN 0397-4650; FRA; DA. 1982; NO 152; PP. 81Article

ERMITTLUNG VON RAMMERSCHUETTERUNGEN IM NAHBEREICH DER ERREGUNG = DETERMINATION DES TREPIDATIONS AU VOISINAGE DU BATTAGE DE PIEUXGERASCH WJ.1981; VDI-BER.; ISSN 0083-5560; DEU; DA. 1981; NO 419; PP. 163-170; BIBL. 8 REF.Conference Paper

OSCILLATIONS HORIZONTALES DES PIEUX LORS D'UN COUP EXCENTRE DANS LE PROCESSUS D'ENFONCEMENTSNITKO NK; EZHOV EF.1980; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1980; NO 11; PP. 54-57; BIBL. 3 REF.Article

THE DEVELOPMENT OF PILING MACHINE1979; HYDRAUL. PNEUMAT. MECH. POWER; GBR; DA. 1979; VOL. 25; NO 292; PP. 151-153Article

Wind turbine underwater noise and marine mammals : implications of current knowledge and data needsMADSEN, P. T; WAHLBERG, M; TOUGAARD, J et al.Marine ecology. Progress series (Halstenbek). 2006, Vol 309, pp 279-295, issn 0171-8630, 17 p.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

Seal scarers as a tool to deter harbour porpoises from offshore construction sitesBRANDT, Miriam J; HÖSCHLE, Caroline; DIEDERICHS, Ansgar et al.Marine ecology. Progress series (Halstenbek). 2013, Vol 475, pp 291-302, issn 0171-8630, 12 p.Article

Uncertainties in Geologic Profiles versus Variability in Pile Founding DepthZHANG, L. M; DASAKA, S. M.Journal of geotechnical and geoenvironmental engineering. 2010, Vol 136, Num 11, pp 1475-1488, issn 1090-0241, 14 p.Article

DYNAMIC BEHAVIOR OF PARTIALLY EMBEDDED PILE.SATTER MA.1976; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG, DIV.; U.S.A.; DA. 1976; VOL. 102; NO 7; PP. 775-785; BIBL. 8 REF.Article

Pile driving process monitoring based on field energy measurementsZHANG, L. M.Soils and foundations. 2005, Vol 45, Num 6, pp 31-41, issn 0038-0806, 11 p.Article

Numerical modeling of free field vibrations due to pile driving using a dynamic soil-structure interaction formulationMASOUMI, H. R; DEGRANDE, G.Journal of computational and applied mathematics. 2008, Vol 215, Num 2, pp 503-511, issn 0377-0427, 9 p.Conference Paper

Pile driving zone of responsiveness extends beyond 20 km for harbor porpoises (Phocoena phocoena (L.)) (L)TOUGAARD, Jakob; CARSTENSEN, Jacob; TEILMANN, Jonas et al.The Journal of the Acoustical Society of America. 2009, Vol 126, Num 1, pp 11-14, issn 0001-4966, 4 p.Article

Die Rammtechnik im Wandel der Zeiten. Geschichte der Rammen von der Steinzeit bis zur Neuzeit = The driving technique over time, from the stone age until present use = Les techniques de battage à travers l'histoire, de l'âge de la pierre au temps présentBuja, H. O.Bautechnik (Berlin, 1984). 2003, Vol 80, Num 4, pp 241-252, issn 0932-8351, 12 p.Article

Special purpose rigs add stability during piling = Rigs pour objectif spécial augmentant la stabilité pendant le battage de pieuxOffshore (Conroe, Tex.). 2000, Vol 60, Num 7, issn 0030-0608, p. 146Article

Reprise de dallage par Pénétropieu = Resumption of paving by PénétropieuRAMOUSSIN, R.Chantiers de France (Paris). 1995, Num 282, issn 0397-4650, p. 37Article

Le battage des pieux: un état des connaissances commenté = Pile driving: a ordered state of knowledgeLEVACHER, D; OULARBI, A.Journées universitaires de géotechnique. 3. 1987, pp 283-290Conference Paper

Phenomenological study of model piles in sand = Etude phénoménologique de pieux modèles dans du sableYAZDANBOD, A; O'NEILL, M. W; AURORA, R. P et al.ASTM geotechnical testing journal. 1984, Vol 7, Num 3, pp 135-144, issn 0149-6115Article

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