La station d'épuration de Valenton (Val-de-Marne). Cadre géotechnique et fondations = Treatment station of Valenton (Val-de-Marne region). Geotechnical background and foundationsMONESTIER, R; LEFEBVRE, A.Travaux (Paris). 1990, Num 656, pp 15-21, issn 0041-1906, 7 p.Article

Dynamic response of vertically loaded nonlinear pile foundationsNOGAMI, T; KONAGAI, K.Journal of geotechnical engineering. 1987, Vol 113, Num 2, pp 147-160, issn 0733-9410Article

Untersuchungen zur effizienten Setzungsreduktion von Kombinierten Pfahl - Plattengründungen = Studies on efficient settlement reduction of piled rafts = Etudes sur la réduction efficace des tassements pour radiers sur pieuxREUL, O.Bautechnik (Berlin, 1984). 2002, Vol 79, Num 3, pp 160-166, issn 0932-8351, 7 p.Article

On skin friction of pilesSUGIMURA, Y.Japanese journal of tribology. 1998, Vol 43, Num 1, pp 39-48, issn 1045-7828Article

«Jet grouting» et «bi-arc treillis» pour le 3ème pont de Blois = «Jet Grouting» and «Lattice Double arch» for the third Blois bridgeMONTAGNON, M.Chantiers de France (Paris). 1993, Num 260, pp 39-41, issn 0397-4650Article

Ground conditions of buildings with differential settlements and their rehabilitation techniquesSAKAGUCHI, O; LIN KUAN-CHOU.Tsuchi to kiso. 1993, Vol 41, Num 11, pp 47-52, issn 0041-3798Article

Le viaduc de Cheviré à l'ouest de Nantes = The Cheviré viaduct, West from NantesNADAL, P.Chantiers de France (Paris). 1989, Num 223, pp 41-46, issn 0397-4650Article

Bemessung von Stopfverdichtungen = Dimensionnement des compactages par bourrageSOYEZ, B; PRIEBE, H.BMT. Baumaschine + Bautechnik. 1987, Vol 34, Num 4, pp 170-186, issn 0005-6693, 13 p.Article

On a move towards limit state designKUSAKABE, O.Tsuchi to kiso. 1994, Vol 42, Num 9, pp 3-8, issn 0041-3798Article

Damp ? Not in my bookEVANS, P. B.Concrete (London). 1995, Vol 29, Num 1, pp 47-48, issn 0010-5317Article

Improvements in the design of a swage pile connection system for jacketsCLARKE, J; LOWES, J. M; FAHRMEIER, C. F et al.1991 Offshore Technology Conference. 1991, vol. 3, 33-44Conference Paper

Reliability analysis of tension pileRONOLD, K. O.Journal of geotechnical engineering. 1990, Vol 116, Num 5, pp 760-773, issn 0733-9410, 14 p.Article

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

Ouvrage d'art: le pont de l'Ile de Ré = Engineering work: the isle of Ré bridgeLe Moniteur des travaux publics et du bâtiment. 1987, Num 26, pp 75-76, issn 0026-9700Article

Setzungen von vertikalen, axial belasteten Pfahlgruppen in Sand = Tassements de groupes de pieux verticaux chargés suivant leur axe dans le sable = Settlements of vertical, axially loaded pile groups in sandHETTLER, A.Bauingenieur. 1986, Vol 61, Num 9, pp 417-421, issn 0005-6650Article

Probleme einer «Mischgründung» = Problems of a mixed foundation = Problèmes d'une fondation mixteHILMER, K; HUETTI, T.Bautechnik (Berlin, 1984). 1998, Vol 75, Num 9, pp 676-684, issn 0932-8351Article

Le port de Phu My au Viet Nam. Entre tradition et modernité = The port of Phu My in Vietnam. Between tradition and modernitySIGROS, B; LINGER, L; VROONE, M et al.Travaux (Paris). 1997, Num 727, pp 39-43, issn 0041-1906Article

Three-dimensional photoelastic analysis of pile capsKRISHNA IYER, P; SAM, C.Journal of strain analysis for engineering design. 1996, Vol 31, Num 1, pp 35-42, issn 0309-3247Article

Commerzbank-Hochhaus Frankfurt an Main: Kostenoptimierte und setzungsarme Gründung = Commerzbank-Tower Frankfurt am Main: Cost optimized and low settlement foundation = Tour Commerzbank à Francfort: fondation économique pour un tassement limitéKATZENBACH, R; QUICK, H; ARSLAN, U et al.Bauingenieur. 1996, Vol 71, Num 9, pp 345-354, issn 0005-6650Article

Reduced impact on adjacent structures using augered cast-in-place piles : Design and construction of auger cast pilesLACY, H. S; MOSKOWITZ, J; MERJAN, S et al.Transportation research record. 1994, Num 1447, pp 19-26, issn 0361-1981Article

Pre-installed piles for large offshore structures. DiscussionPATTEN, R. B; VENTER, K. V; VAN ZANDWIJK, C et al.Transactions of the Institute of marine engineers. 1991, Vol 103, pp 63-72, 10 p., p.2Article

Loadout, transportation, and installation of the Harmony and Heritage jacketsHOFFERBER, J. E; MACLEOD, N. A; MCGARRAGH, T. G et al.1991 Offshore Technology Conference. 1991, vol. 3, 371-380Conference Paper

Scour from cyclic lateral loading of pilesREESE, L. C; WANG, S. T; LONG, J. H et al.Annual Offshore Technology Conference. 21. 1989, pp 395-402Conference Paper

Verification of Recommended Load and Resistance Factor Design and Construction of Piles in Cohesive SoilsNG, Kam W; SRITHARAN, Sri; DUNKER, Kenneth F et al.Transportation research record. 2012, Num 2310, pp 49-58, issn 0361-1981, 10 p.Article

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