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Results 1 to 25 of 40551

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Lateral load-deflection behaviour of pile groups = Comportement d'un groupe de pieux sous une charge latéralePISE, P. J.Indian geotechnical journal. 1983, Vol 13, Num 1, pp 37-51, issn 0046-8983Article

Portable Power : Inventor Samuel Ruben and the Birth of Duracell = L'énergie portative : L'inventeur Samuel Ruben et la naissance de DuracellHINTZ, Eric S.Technology and culture. 2009, Vol 50, Num 1, pp 24-57, issn 0040-165X, 34 p.Article

Analysis of dynamic behaviour of piles = Analyse du comportement dynamique des pieuxCHOW, Y. K.International journal for numerical and analytical methods in geomechanics. 1985, Vol 9, Num 4, pp 383-390, issn 0363-9061Article

A study on behaviour of long H-piles in soft ground = Une étude sur le comportement de pieux-H longs dans la terre tendreWOO, S. M; MOH, Z. C.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1503-1510Conference Paper

Piles and other deep foundations = Pieux et autres fondations profondesFOCHT, J. A. JR; ÓNEILL, M. W.International conference on soil mechanics and foundation engineering. 11. 1985, pp 187-209Conference Paper

Field measurements of the stiffness of jacked piles and pile groupsYETGINER, A. G; WHITE, D. J; BOLTON, M. D et al.Geotechnique. 2006, Vol 56, Num 5, pp 349-354, issn 0016-8505, 6 p.Article

Blasting technique aids steel pile driving = La technique du sautage facilite le fonçage des piles d'acierGround engineering. 1984, Vol 17, Num 7, pp 25-27, issn 0017-4653Article

Bioenergy or biodiversity? Woody debris structures and maintenance of red-backed voles on clearcutsSULLIVAN, Thomas P; SULLIVAN, Druscilla S; LINDGREN, Pontus M. F et al.Biomass & bioenergy. 2011, Vol 35, Num 10, pp 4390-4398, issn 0961-9534, 9 p.Article

Comportement au séisme des ouvrages sur fondations profondes, état de la pratiqueWALTER, J.-P.Génie parasismique. 1985, pp 521-531Book Chapter

Behaviour of bored and auger piles in normally consolidated soils = Le comportement de pieux forés dans des sols normalement consolidésKRUIZINGA, J; NELISSEN, H. A. M.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1417-1420Conference Paper

Shaft adhesion on bored and cast-in-situ piles = Le frottement latéral des pieux forés et moulés en placeANDERSON, W. F; YONG, K. Y; SULAIMAN, J. I et al.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1333-1336Conference Paper

Instrumentation of cast in place piles for vertical and horizontal load testing = L'instrumentation de pieux moulés dans le sol pour des essais de chargement verticaux et horizontauxNOWACK, F; GARTUNG, E.Field measurements in geomechanics. International symposium. 1984, pp 513-522Conference Paper

Some practical considerations on pile diaphragm wall instrumentation = Quelques considérations pratiques sur l'instrumentation des pieux et parois mouléesDYSLI, M.Field measurements in geomechanics. International symposium. 1984, pp 451-461Conference Paper

Drained uplift capacity of drilled shafts = La résistance à l'arrachement drainée de pieux forésKULHAWY, F.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1549-1552Conference Paper

Nonlinear analysis of piles in rock = Analyse non-linéaire des pieux en rocheAMIR, J. M.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1329-1332Conference Paper

Remarks on instrumented driving for offshore platform piles = Notes sur le battage instrumenté des pieux pour plateforme offshoreALBERT, L. F; ROCCHI, G. F; VARISCO, D et al.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1581-1586Conference Paper

Horizontal displacement of soil in front of laterally loaded piles. Discussion = Déplacement horizontal du sol en face des pieux à charge latérale. DiscussionREESE, L. C; SHIN-TOWER WANG.Soils and foundations. 1984, Vol 24, Num 2, pp 123-126, issn 0038-0806Article

Twist and rake of steel H-piles due to driving = Les phénomènes de torsion et d'inclinaison des piles en acier renforcé dus à l'avancement des tubesSTEENFELT, J. S; HANSSON, L; LANGE, F. V et al.Ground engineering. 1984, Vol 17, Num 8, pp 36-39, issn 0017-4653Article

Amélioration de la portance d'un sol par inclusion de groupe et réseaux de micropieuxPLUMELLE, C.Renforcement en place des sols et des roches. Colloque international. 1984, pp 83-89Conference Paper

Le projet du réseau de pieuxBERARDI, G; LA MAGNA, A.Renforcement en place des sols et des roches. Colloque international. 1984, pp 33-38Conference Paper

Mesure des propriétés physiques de la glace marine et sa force sur les pieuxLI SHISLAN; YUAN YELI; WENG XUECHUAN et al.Hǎiyáng yǔ húzhǎo. 1983, Vol 14, Num 6, pp 560-564, issn 0029-814XArticle

Plugging criterion for offshore pipe pile drivabilityDEAN, E. T. R; DEOKIESINGH, S.Geotechnique. 2013, Vol 63, Num 9, pp 796-800, issn 0016-8505, 5 p.Article

Deep foundations on bored and auger piles. Proceedings of the 1st international geotechnical seminar on deep foundations on bored and auger piles; Ghent; 7-10 June 1988VAN IMPE, W.F.International geotechnical seminar on deep foundations on bored and auger piles. 1. 1988, pp IX-603, isbn 90-6191-814-6, p, isbn 90-6191-814-6Conference Proceedings

Dynamic analysis of piles and pile groups embedded in non-homogeneous soils = Analyse dynamique de pieux et de groupes de pieux fichés dans des sols non homogènesSEN, R; KAUSEL, E; BANERJEE, P. K et al.International journal for numerical and analytical methods in geomechanics. 1985, Vol 9, Num 6, pp 507-524, issn 0363-9061Article

Recent developments in pile/soil instrumentation systems = Les progrès récents dans les systèmes d'instrumentation pieu/solPRICE, G; WARDLE, I. F.Field measurements in geomechanics. International symposium. 1984, pp 533-542Conference Paper

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