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

Pressure under eccentrically loaded footings: a technical note = Pression sous des semelles chargées excentriquement: note techniqueHARDIN, B. O.Civil engineering for practicing and design engineers. 1984, Vol 3, Num 5, pp 511-516, issn 0277-3775Article

INWENTARYZACJA I REGULACJA ZESPOLU STOP FUNDAMENTOWYCH HANGARU LOTNICZEGO = INVENTAIRE ET REGULATION DE L'ENSEMBLE DES SEMELLES D'UN HANGARSERAFIN S; MOKWA M.1979; PRZEGL. GEOD.; POL; DA. 1979; VOL. 51; NO 12; PP. 26-28; ABS. RUS/ENG/FRE; BIBL. 3 REF.Article

Flexural limit design of column footing = Conception des fondations sur semelle par la méthode de la flexion limiteGESUND, H.Journal of structural engineering (New York, NY). 1985, Vol 111, Num 11, pp 2273-2287, issn 0733-9445Article

FOUNDATIONS OF ZARATE-BRAZO LARGO BRIDGES.BRUSCHI S.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HONGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; VOL. 3; PP. 281-286; ABS. FR. ALLEM.Conference Paper

Bearing capacity of a circular footing on a Coulomb medium = Capacité portante d'une semelle circulaire sur un milieu de CoulombDE SIMONE, P.International conference on numerical methods in geomechanics. 1985, pp 829-836Conference Paper

BEHAVIOUR OF PILED STRIP FOOTINGS SUBJECT TO CONCENTRATED LOADS.WIESNER TJ; BROWN PT.1976; AUSTRAL. GEOMECH. J.; AUSTRAL.; DA. 1976; VOL. 6; NO 1; PP. 1-5; BIBL. 11 REF.Article

FOURREAUX DE FONDATION UNIFIES PREFABRIQUES EN BETON ARMEBULYGIN YU P.1980; BETON I ZHELEZOBETON; SUN; DA. 1980; NO 11; PP. 5-6; BIBL. 3 REF.Article

ULTIMATE FLEXURAL STRENGTH OF COMBINED FOOTINGS.NATHAN SS.1978; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1978; VOL. 65; NO 3; PP. 113-128; BIBL. 8 REF.Article

OPTYMALIZACJA FUNDAMENTU BLOKOWEGO ABCIAZONEGO MINOSRODOWO W JEDNEJ PLASZCZYZNIE = OPTIMISATION D'UNE SEMELLE SUR PIEU AVEC SIMPLE EXCENTRICITEGARSTECKI A.1978; ARCH. INZYNIER. LAD.; POL; DA. 1978; VOL. 24; NO 3; PP. 359-375; ABS. RUS/ENG; BIBL. 13 REF.Article

CAPACITE PORTANTE D'UNE SEMELLE FILANTE SUR SOL PUREMENT COHERENT D'EPAISSEUR LIMITEE ET DE COHESION VARIABLE AVEC LA PROFONDEUR.MASSAAD MATAR; SALENCON J.1977; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1977; NO 352; PP. 93-108; ABS. ANGL. ALLEM. ESP.; BIBL. 28 REF.Article

CONTACT MODELS OF SOILBAXES = MODELES DE CONTACT DE COUCHE DE BASE EN SOLBARVASHOV VA; FEDOROVSKY VG.1980; ARCH. HYDROTECH.; ISSN 0004-0789; POL; DA. 1980; VOL. 27; NO 4; PP. 629-645; ABS. POL/RUS; BIBL. 10 REF.Article

TORSIONAL VIBRATION OF PILE FOUNDATIONS.NOVAK M; HOWELL JF.1977; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 4; PP. 271-285; BIBL. 9 REF.Article

VIERSEITIG GELAGERTE RECHTECKPLATTE UNTER KRATERLAST. = PLAQUE RECTANGULAIRE REPOSANT SUR LES 4 COTES SOUMISE A UNE CHARGE DE CRATEREPURER E.1976; BETON-U. STAHLBETONBAU; DTSCH.; DA. 1976; VOL. 71; NO 10; PP. 257-258; BIBL. 8 REF.Article

DESIGN OF FRAMED FOUNDATION SUBJECTED TO VIBRATION.NAM CH; CAMPOMANES NV; KIM YK et al.1977; COMPUTERS AND STRUCT.; G.B.; DA. 1977; VOL. 7; NO 1; PP. 103-107; BIBL. 8 REF.Article

ACTION D'UNE SEMELLE RIGIDE A SURFACE D'APPUI BOMBEE SUR LE TERRAIN DE FONDATIONGRITSUK MS; DARKOVICH SS.1980; IZV. VYSS. UCEBN. ZAVED., STROIT ARHIT.; ISSN 0536-1052; SUN; DA. 1980; NO 6; PP. 17-20; BIBL. 6 REF.Article

CALCUL DE DALLES D'UNE SECTION ET D'UNE VUE EN PLAN QUELCONQUES SUR UN SOLSIMVULIDI IA; MAGAL'NIK SI; REPNIKOV LN et al.1978; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1978; NO 1; PP. 37-41; BIBL. 5 REF.Article

INTERACTION DE FONDATIONS VOISINES.GIROUD JP; RYBAK C.1977; IN: PROBL. RHEOL. MEC. SOLS. SYMP. FR.-POL. 2; NICE; 1974; VARSOVIE; ED. SCI. POL.; DA. 1977; PP. 165-178; BIBL. 14 REF.Conference Paper

STRENGTH INVESTIGATIONS OF AXIALLY LOADED BORED CONCRETE FOOTINGS = RECHERCHE DE LA RESISTANCE DE SEMELLES DE FONDATIONS FOREES CHARGEES AXIALEMENTGRUODIS RI.1980; SOIL MECH. FOUND. ENG.; ISSN 0038-0741; USA; DA. 1980 PUBL. 1981; VOL. 17; NO 6; PP. 223-226; BIBL. 4 REF.;[OSN., FUND. MEH. GRUNTOV; SUN; DA. 1980; NO 6; PP. 8-10]Article

CONSTRUCTIONS RATIONNELLES DE FONDATIONS PREFABRIQUEES ET PREFABRIQUEES-MONOLITHIQUESKAZARNOVSKIJ RN; REVENKO BI.1978; PROMYSHL. STROITEL.; SUN; DA. 1978; NO 11; PP. 31-33Article

ECONOMIC DESIGN OF FOOTING FOUNDATIONS.MUTHUKUMARAN S.1977; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1977; VOL. 58; NO 2-3; PP. 69-73; BIBL. 8 REF.Article

Reformulations of agentless talk in psychotherapyKURRI, Katja; WAHLSTROM, Jarl.Text & talk (Print). 2007, Vol 27, Num 3, pp 315-338, issn 1860-7330, 24 p.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

OPTIMIZATION OF LONGITUDINAL REINFORCEMENT OF FLOOR AND FOUNDATION RC BEAMS AND GRIDS.TEPLY B.1976; STAVEB. CAS.; CESKOSL.; DA. 1976; VOL. 24; NO 5; PP. 407-414; ABS. TCHEQUE RUSSE; BIBL. 8 REF.Article

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