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Results 1 to 25 of 12652

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The relativity of foundation effectiveness : The case of community foundationsOSTROWER, Francie.Nonprofit and voluntary sector quarterly. 2007, Vol 36, Num 3, pp 521-527, issn 0899-7640, 7 p.Article

Wharf stands on stone columns = Un appontement repose sur des poteaux en pierreMUNFAKH, G. A.Civil engineering ASCE. 1985, Vol 55, Num 1, pp 44-47, issn 0360-0556Article

Kombinierte Brunnen- und Pfahlgründung für die Herstellung eines Flusspfeilers = Fondations sur puits et sur pieux combinées pour la réalisation d'une pile en rivière = Combined drop shaft and pile foundation for the construction of a river pileBARNIKEL, E; STUMPF, D.Bauingenieur. 1984, Vol 59, Num 9, pp 347-350, issn 0005-6650Article

Influence of foundation on motion of blocksBIOT, Maurice A.Soil dynamics and earthquake engineering (1984). 2006, Vol 26, Num 6-7, pp 486-490, issn 0267-7261, 5 p.Article

Problems of application and design of shelled foundationsAMSIEJU, J; GRUODIS, R.Baltic Geotechnics'95. Baltic Geotechnical Conference. 1995, pp 133-137Conference Paper

Dynamic analysis of machine-pile foundation-soil systems = Analyse dynamique de l'ensemble sol-fondation sur pieu-machineKAMESWARA RAO, N. S. V.International conference on numerical methods in geomechanics. 1985, pp 1471-1483Conference Paper

Modelluntersuchungen für Gründungen in Sand = Recherches expérimentales sur les fondations dans le sableHETTLER, A.Bauingenieur. 1983, Vol 58, Num 2, pp 41-48, issn 0005-6650Article

Etude théorique et expérimentale de la capacité portante des fondations superficiellesKHOSRAVI SAID, Z.1983, 238 pThesis

The Holl halfspace : use with cautionCARRIER, W. D.Geotechnique. 2006, Vol 56, Num 9, pp 657-659, issn 0016-8505, 3 p.Article

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

A non-linear analysis of pile structures = Une analyse non linéaire de structures sur pieuYOKOYAMA, Y.Soils and foundations. 1985, Vol 25, Num 4, pp 92-102, issn 0038-0806Article

Fondation Engineering Research: I. Spread Footings = Recherches en fondation. I: Les semelles largesDIMILLIO, A. F.Public roads. 1984, Vol 47, Num 4, pp 125-131, issn 0033-3735Article

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

Verschiebungen von lotrecht mittig belasteten Einzelfundamenten und horizontal belasteten Pfählen in Sand unter Schwellast = Déformations de fondations isolées sous charge verticale centrée et de pieux chargés horizontalement dans le sable sous chargement répété = Displacements of vertically loaded single footings and laterally loaded piles, subjected to repeated loadsHETTLER, A.Bauingenieur. 1984, Vol 59, Num 9, pp 351-355, issn 0005-6650Article

FONDATIONS SPECIALES. CANALISATIONS ENTERREESBAYON RENE.1980; L'ETABLISSEMENT D'UN PROJET DE BATIMENT. CONSEILS PRATIQUES A UN PROJETEUR; FRA; PARIS: EYROLLES; DA. 1980; VOL. 3; X-260 P.; 24 CM; BIBL. 22 REF.Book

PIEU POUR CONSTRUCTION PROFONDE EN MERMAZURKIEWICZ B.1977; ZESZ. NAUCK POLITECH. GDANSK., BUDOWNICTWO WODNE; POLSKA; DA. 1977; NO 21; PP. 67-76; ABS. ANGL. RUSSE; BIBL. 8 REF.Article

DEEP FOUNDATION DESIGN IN THE NEW ONTARIO HIGHWAY BRIDGE DESIGN CODE = CALCUL DES FONDATIONS PROFONDES DANS LE NOUVEAU CODE DE CALCUL DES PONTS ET DES ROUTES DE L'ETAT D'ONTARIOFEEELNIUS BH; MEYERHOF GG.1983; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1983; VOL. 20; NO 1; PP. 173-176; ABS. FREArticle

CALCUL DES FONDATIONS MASSIVES DE MACHINES SOUTERRAINES POUR DES OSCILLATIONS VERTICALESALEKSEEV BG.1981; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1981; NO 4; PP. 21-25; BIBL. 9 REF.Article

OSCILLATIONS DE ROTATION NON STATIONNAIRES D'UN SOLIDE SUR UNE FONDATION ELASTIQUEANIK'EV AV; IL'ICHEV VA.1980; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1980; NO 2; PP. 47-52; BIBL. 6 REF.Article

ANALYSIS OF ELASTIC PLATES ON PILES BY MEANS OF FINITE ELEMENT METHOD.UNGUREANU N; STRAT L.1977; BUL. INST. POLITEH. IASI, 5; ROMAN.; DA. 1977; VOL. 23; NO 1-2; PP. 17-24; ABS. ROUM.; BIBL. 5 REF.Article

Foundation technology - High-tech or Low-tech ?ALEN, C. G.European Conference on Soil Mechanics and Geotechnical Engineering. 2003, pp 497-502, isbn 80-86769-02-X, 6 p.Conference Paper

Benefits from a modular foundation design softwareSIMON, B; KAZMIERCZAK, J. B; BERNHARDT, V et al.European Conference Numerical Methods in Geotechnical Engineering. 2002, pp 357-362, isbn 2-7208-6004-2, 6 p.Conference Paper

Foundation EngineeringHANSBO, Sven.sd, XVIII, 519 p, isbn 0-444-88549-8Book

Geotechnogenic structures as a new approach to the working out of the solution on the foundations arrangementMELNIKOV, B.N; CHERDANTSEV, I.V.International congress International Association of Engineering Geology. 1994, pp 2681-2685Conference Paper

Mise en œuvre des fondations spécialesChantiers de France (Paris). 1984, Num 172, pp 8-48, issn 0397-4650Article

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