kw.\*:("Reforzamiento suelo")
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Ersatz der Staustufe Bremen Neues Weserwehr und neue Weserschleuse = Replacement of Bremen dam. New Weser dam and locksFRERICHS, K; THODE, K; STEINMETZ, G et al.Jahrbuch der Hafenbautechnischen Gesellschaft. 1995, Vol 50, pp 166-175, issn 0340-4838Article
Australie : construction d'un terminal sucrier = Australia : construction of a suger terminalJulienne, D; Holding, G.Travaux (Paris). 2004, Num 804, pp 42-46, issn 0041-1906, 5 p.Article
La pointe du Hoc livrée aux cordistes = The point of Hoc delivered to the rope access techniciansDAIMEE, Jacques.Chantiers de France. 2010, Num 429, pp 40-41, issn 0397-4650, 2 p.Article
SNCF Rouen. Confortement de la tranchée rocheuse Saint Hilaire = French Railways Rouen. Strengthening of Saint Hilaire rock trenchBOISNARD, L.Travaux (Paris). 2001, Num 780, pp 68-69, issn 0041-1906, 2 p.Article
Basal stability analysis of braced cuts in clayCHANG, M.-F.Journal of geotechnical and geoenvironmental engineering. 2000, Vol 126, Num 3, pp 276-279, issn 1090-0241Article
Geotechnical approach to enbankment maintenanceSINGLETON, M.Construction repair (1992). 1996, Vol 10, Num 5, pp 37-38, issn 0967-0726Article
Une reprise en sous-oeuvre de forte inertie à Bayonne = Underpinning with strong inertia in BayonnePetit, G; Berthelot, P; Etcheber, P et al.Travaux (Paris). 2004, Num 807, pp 34-39, issn 0041-1906, 6 p.Article
Application de la méthode de Bishop simplifiée aux remblais renforcés par les géosynthétiques. Discussion = Application of the Bishop's method on embankments reinforced by the geosynthetics. DiscussionHUMPHREY, D. N; HOLTZ, R. D.Canadian geotechnical journal. 1994, Vol 31, Num 6, pp 1023-1025, issn 0008-3674Article
Coastal Stabilisation and Near-shore Geotechnical EngineeringJONES, D.Proceedings of the Institution of Civil Engineers - Geotechnical engineering. 2009, Vol 162, Num 1, issn 1353-2618, 84 p.Serial Issue
The renaissance of the root pileHARDIE, S.Construction repair (1992). 1997, Vol 11, Num 5, pp 34-36, issn 0967-0726Article
Utilisation des géosynthétiques dans les centres de stockage de déchets = In waste storage centresOUVRY, J.-F.Revue générale des routes et des aérodromes. 1996, Num 737, pp 52-56, issn 0035-3191Article
Settlement analysis of sand compaction pileCHOW, Y. K.Soils and foundations. 1996, Vol 36, Num 1, pp 111-113, issn 0038-0806Article
Evaluation method of design parameters for geogrid-soil interaction on reinforced soilOTANI, J; OCHIAI, H; YAMAMOTO, K et al.Memoirs of the Faculty of Engineering, Kumamoto University. 1995, Vol 40, Num 1, pp 17-37, issn 0023-5334Article
Failure mechanism in geogrid-reinforced segmental walls : experimental implicationsLESHCHINSKY, D; KALIAKIN, V; BOSE, P et al.Soils and foundations. 1994, Vol 34, Num 4, pp 33-41, issn 0038-0806Article
Slope stabilisation using geosyntheticsDIXON, J. H.Highways and transportation. 1996, Vol 43, Num 4, pp 9-12, issn 0265-6868, 3 p.Article
A generalized procedure for the optimum design of nailed soil slopesSABHAHIT, N; BASUDHAR, P. K; MADHAV, M. R et al.International journal for numerical and analytical methods in geomechanics. 1995, Vol 19, Num 6, pp 437-452, issn 0363-9061Article
RENFORCEMENT DE SOL PAR JET GROUTING POUR LA SURÉLÉVATION D'UN BÂTIMENT À ESCH-SUR-ALZETTE AU LUXEMBOURG = SOIL REINFORCEMENT BY JET GROUTING FOR VERTICAL ADDITION TO A BUILDINGCOPPALLE, Cyril; MALO, Nicolas; SPITZ, Vincent et al.Travaux (Paris). 2013, Num 897, pp 101-105, issn 0041-1906, 5 p.Article
TRAVAUX MARITIMES: DES ÉVOLUTIONS TECHNOLOGIQUES REMARQUABLES = MARITIME WORKS: REMARKABLE TECHNOLOGICAL DEVELOPMENTSPORTENSEIGNE, Christophe.Travaux (Paris). 2012, Num 887, pp 48-52, issn 0041-1906, 5 p.Article
MODÉLISATION HYDROGÉOLOGIQUE DE L'IMPACT DU JET GROUTING SUR LA NAPPE ALLUVIALE DE LA SEINE = HYDROLOGICAL SMULATION OF THE JET GROUTING IMPACT ON THE SEINE ALLUVIAL GROUNWATERFOCA, Xavier; MOULIN, Solène.Géotechnique ferroviaire. Symposium international. 2011, pp 641-648, isbn 978-2-7208-2594-1, 8 p.Conference Paper
Biological in situ reinforcement of sand in near-shore areasVAN DER RUYT, M; VAN DER ZON, W.Proceedings of the Institution of Civil Engineers - Geotechnical engineering. 2009, Vol 162, Num 1, pp 81-83, issn 1353-2618, 3 p.Article
Les travaux d'amélioration de sol sur la LGV Rhin-Rhône - Lots B2 - B3 - B4 = Soil improvement work on the Rhine-Rhone high-speed train line - Work sections B2 - B3 - B4PEZOT, Benoit; BOUDOT, Magali.Travaux (Paris). 2008, Num 856, pp 48-52, issn 0041-1906, 5 p.Article
Strength of a granular medium reinforced by cement groutingMAALEJ, Yamen; DORMIEUX, Luc; CANOU, Jean et al.Comptes rendus. Mécanique. 2007, Vol 335, Num 2, pp 87-92, issn 1631-0721, 6 p.Article
Soil mechanics 2007Transportation research record. 2007, Num 2004, issn 0361-1981, 179 p.Serial Issue
Using Geogrids to Minimize Reflective Longitudinal Cracking on Pavements over Shrinking SubgradesPROZZI, Jorge A; RONG LUO.Transportation research record. 2007, Num 2004, pp 99-110, issn 0361-1981, 12 p.Article
Les performances techniques des bétons renforcés de fibres métalliques et polymères = Technical performances of steel and polymer fiber reinforced concreteDE RIVAZ, Benoit.Tunnels et ouvrages souterrains. 2006, Num 198, pp 367-371, issn 0399-0834, 5 p.Article