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Results 1 to 25 of 36

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FORCE PORTANTE DE FONDATION EN BANDE SUR UNE PENTE ET CHARGEE PAR DES CHARGES EXCENTREES ET INCLINEES. II. PROPOSITION D'UNE METHODE DE CALCULZADROGA B.1976; ARCH. HYDROTECH.; POLSKA; DA. 1976; VOL. 23; NO 1; PP. 115-132; ABS. RUSSE ANGL.; BIBL. 15 REF.Article

BEARING STRENGTH OF CONCRETE UNDER INCLINED FORCES = RESISTANCE DU BETON SOUMIS A DES FORCES INCLINEESNIYOGI SK; GHOSH SC.1981; INDIAN CONCR. J.; ISSN 0019-4565; IND; DA. 1981; VOL. 55; NO 1; PP. 9-12; 5 P.; BIBL. 12 REF.Article

The inverse source problem for an oblique force on an elastic plateMICHAELS, J. E; YIH-HSING PAO.The Journal of the Acoustical Society of America. 1985, Vol 77, Num 6, pp 2005-2011, issn 0001-4966Article

EXPERIMENTAL EVALUATION OF BEARING CAPACITY OF FOOTINGS SUBJECTED TO INCLINED LOADS = ETUDE EXPERIMENTALE DE LA FORCE PORTANTE DE SEMELLES SOUMISES A DES CHARGES INCLINEESHANNA AM; MEYERHOF GG.1981; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1981; VOL. 18; NO 4; PP. 599-603; ABS. FRE; BIBL. 7 REF.Article

THE BEARING CAPACITY OF RIGID PILES AND PILE GROUPS UNDER INCLINED LOADS IN LAYERED SAND = LA FORCE PORTANTE DES PIEUX RIGIDES ET DES GROUPES DE PIEUX SOUS DES CHARGES INCLINEES DANS LE SABLE STRATIFIEMEYER HOF GG; MATHUR SK; VALSANGKAR AJ et al.1981; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1981; VOL. 18; NO 4; PP. 514-519; ABS. FRE; BIBL. 12 REF.Article

Finite element limit analysis of strip footings under inclined loadingHIJAJ, M; LYAMIN, A. V; SLOAN, S. W et al.International Symposium on numerical models in geomechanics. 2002, pp 445-450, isbn 90-5809-359-X, 6 p.Conference Paper

Field tests on bored piles subject to axial and oblique pull = Essais en place de pieux forés sous force d'arrachement axiale et inclinéISMAEL, N. F.Journal of geotechnical engineering. 1989, Vol 115, Num 11, pp 1588-1598, issn 0733-9410, 11 p.Article

FOUNDATION STABILITY ON NONHOMOGENEOUS CLAYS.MURFF JD; MILLER TW.1977; PROV. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 10; PP. 1083-1095; BIBL. 14 REF.Article

ULTIMATE BEARING CAPACITY OF FOUNDATIONS ON LAYERED SOILS UNDER INCLINED LOAD = CAPACITE PORTANTE DES FONDATIONS SUR DES SOLS MULTICOUCHES SOUMIS A DES CHARGES INCLINEESMEYERHOF GG; HANNA AM.1978; REV. CANAD. GEOTECH.; CAN; DA. 1978; VOL. 15; NO 4; PP. 565-572; ABS. FRE; BIBL. 15 REF.Article

Rigorous limit analysis solutions for the stability of geotechnical structuresHIJIAJ, M; MERIFIELD, R; LYAMIN, A. V et al.European Conference Numerical Methods in Geotechnical Engineering. 2002, pp 203-210, isbn 2-7208-6004-2, 8 p.Conference Paper

Ultimate pile capacity in layered soil under eccentric and inclined loads = Capacité portante, à la rupture, d'un pieu sous des charges excentrées et inclinéesMEYERHOF, G. G; PURKAYASTHA, R. D.Canadian geotechnical journal. 1985, Vol 22, Num 3, pp 399-402, issn 0008-3674Article

Pile capacity for eccentric inclined load in clay = Résistance des pieux à des charges inclinées excentrées, dans l'argileMEYERHOF, G. G; YALCIN, A. S.Canadian geotechnical journal. 1984, Vol 21, Num 3, pp 389-396, issn 0008-3674Article

Grundbruch von Flachgründungen nach E DIN 4017: 2000 und numerischen Berechnungen - Einfluss der Lastneigung = Failure of shallow foundations according to E DIN 4017: 2000 and to numerical calculations - Influence of the load inclination = Rupture de fondations superficielles selon E DIN : 2000 et par méthode numérique - Influence de l'inclinaison de la chargeSchick, P; Unold, F.Bautechnik (Berlin, 1984). 2002, Vol 79, Num 9, pp 625-631, issn 0932-8351, 7 p.Article

VERTICAL DISPLACEMENTS IN AN ELASTIC LAYER UNDERLAIN BY A ROUGH RIGID BASE FOR AN INCLINED SUBSURFACE POINT LOAD = DEPLACEMENT VERTICALE D'UNE COUCHE ELASTIQUE SITUEE SOUS UNE BASE RIGIDE RUGUEUSE POUR UNE CHARGE PONCTUELLE SOUS LA SURFACE INCLINEEKNABE W.1979; ARCH. HYDROTECH.; POL; DA. 1979; VOL. 26; NO 2; PP. 273-291; ABS. POL/RUS; BIBL. 4 REF.Article

BEARING CAPACITY OF ANISOTROPIC COHESIONLESS SOILS = CAPACITE PORTANTE DES SOLS NON COHERENTS ANISOTROPESMEYERHOF GG.1978; REV. CANAD. GEOTECH.; CAN; DA. 1978; VOL. 15; NO 4; PP. 592-595; ABS. FRE; BIBL. 17 REF.Article

dynamic response of buried orthotropic cylindrical shells to an inclined axisymmetric moving load = Réponse dynamique de coques cylindriques orthotropes enterrées à une charge mobile axisymétrique inclinéeSINGH, J; SINGH, V. P.Computers & structures. 1990, Vol 37, Num 1, pp 71-80, issn 0045-7949, 10 p.Article

Collapse behavior of square thin-walled columns subjected to oblique loadsHAN, D. C; PARK, S. H.Thin-walled structures. 1999, Vol 35, Num 3, pp 167-184, issn 0263-8231Article

Bearing capacity of shallow foundations near slopes under complex loadsMARECHAL, O; GARNIER, J; CANEPA, Y et al.International Conference Centrifuge 98. 1998, pp 459-464, isbn 90-5410-986-6Conference Paper

Ultimate bearing capacity of shallow foundations under inclined and eccentric loads. II: Purely cohesive soil without tensile strengthSALENCON, J; PECKER, A.European journal of mechanics. A. Solids. 1995, Vol 14, Num 3, pp 377-396, issn 0997-7538Article

Bearing capacity of soft rock foundation on in-situ bearing capacity tests under inclined loadNITTA, A; YAMAMOTO, S; SONODA, T et al.International Workshop on rock foundation. 1995, pp 327-331, isbn 90-5410-562-3Conference Paper

Analysis of bearing capacity for log-spiral sliding surfaces = Calcul de capacité portante pour surfaces des glissements en forme de spirale logarithmiqueNARITA, K; YAMAGUCHI, H.Soils and foundations. 1989, Vol 29, Num 2, pp 85-98, issn 0038-0806Article

Fondations superficielles sur milieu homogène horizontal ou incliné et sur milieu hétérogène sablé sur argile molleLebegue, Yves; Yuan, Tcheng.1987, 240 p.Thesis

Earth pressure on reinforced earth walls under general loadingMOTTA, E.Soils and foundations. 1996, Vol 36, Num 4, pp 113-117, issn 0038-0806Article

The effect of installation on the ultimate resistance of rigid piles under inclined loads in layered sand = Influence de la mise en place sur la résistance limite de pieux rigides sous charge inclinée dans un sable stratifiéYALCIN, A. S; MEYERHOF, G. G.Soils and foundations. 1990, Vol 30, Num 3, pp 37-52, issn 0038-0806, 16 p.Article

On propagation of shear stress in Kandaurov's granular mediumBRZAKAŁA, W.Bulletin of the Polish Academy of Sciences. Technical sciences. 1988, Vol 36, Num 7-9, pp 407-413, issn 0239-7528Article

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