TECHNOLOGIE ET CALCUL DES SEMELLES DE FONDATION POUR LES CONSTRUCTIONS PETROLIERES = TECHNOLOGY AND COMPUTATION OF GROUND SILL FOR PETROLEUM CONSTRUCTIONSCHEYSSON M.1981; ; FRA; PARIS: TECHNIP; DA. 1981; 178 P.; 24 CM; ISBN 2-7108-0402-6; ED. 2; COURS DE L'ECOLE NATIONALE SUPERIEURE DU PETROLE ET DES MOTEURSBook

CALCULATING TEST BORING DEPTHS = CALCUL DES PROFONDEURS D'ESSAI DE FORAGEBARKSDALE RD; SCHREIBER MO.1979; CIV. ENGNG; USA; DA. 1979; VOL. 49; NO 8; PP. 74-75Article

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

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

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

STATICKY VYPOCET DES KOVYCH ZAKLADU NETYPICKYCH TVARU = ANALYSE STATIQUE DES FONDATIONS SUR DALLES DE FORMES NON TYPIQUESTRIBI NONL NONLO R; SYCZEWSKI M; KUFNER V et al.1981; INZ. STAVBY; ISSN 0021-0277; CSK; DA. 1981; VOL. 29; NO 6; PP. 269-275; ABS. RUS/GER/ENG; BIBL. 9 REF.Article

INFLUENCE DES CONDITIONS DE CONTACT SUR L'ETAT DES CONTRAINTES ET DES DEFORMATIONS DE DALLES DE FONDATION CIRCULAIRES ET DE BASES NON LINEAIREMENT ELASTIQUESSHMATKOV SB.1978; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1978; NO 4; PP. 24-27; 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

UNCERTAINTY IN BEARING CAPACITY OF SANDS = INCERTITUDES SUR LA CAPACITE PORTANTE DES SABLESINGRA TS; BAECHER GB.1983; J. GEOTECH. ENG.; USA; DA. 1983; VOL. 109; NO 7; PP. 899-914; BIBL. 51 REF.Article

BUILDING SET BACK LINE CALCULATIONSSPROTT JS.1981; AUST. SURV.; ISSN 0005-0326; AUS; DA. 1981; VOL. 30; NO 8; PP. 526-536Article

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

CALCUL DE CONTOURS CIRCULAIRES DE REVETEMENTS RADIALS EN ENCORBELLEMENTMOSKALEV NS; KURDAKOVA GI.1980; STROITEL. MEKH. RASCHET SOORUZH; SUN; DA. 1980; NO 1; PP. 62-67; BIBL. 3 REF.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

Charts for probabilistic design of strip footings in cohesionless soilsBASHEER, I. A; NAJJAR, Y. M.Geotechnical and geological engineering. 1998, Vol 16, Num 1, pp 1-16, issn 0960-3182Article

Calcul de la pression critique initiale d'une fondation superficielle = Calculation of the initial critical pressure under shallow foundationsSTANCIU, A.Revue française de géotechnique. 1994, Num 67, pp 39-54, issn 0181-0529Article

Development of new four node plate and eight node brick elementsKELLY, D.W; KURUPPU, M.D.Asian-Pacific conference on computational mechanics. 1993, pp 145-149Conference Paper

Deformation patterns in sand beneath shallow foundations subjected to vertical loadingO'LOUGHLIN, C. D; LEHANE, B. M; WHITE, D. J et al.European Conference on soil mechanics and geotechnical engineering. 2003, pp 767-772, isbn 80-86769-01-1, 6 p.Conference Paper

Rigid plastic shakedown analysis and its application for a bearing capacity problem of a multi-footing systemKOBAYASHI, S; GENJO, M.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 715-718, isbn 90-2651-853-6, 3VolConference Paper

Comparaison des calculs de portance des foundations superficielles = A comparison of bearing capacity calculations for shallow foundationsMAGNAN, J. P; DRONIUC, N; MESTAT, P et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 735-738, isbn 90-2651-853-6, 3VolConference Paper

A framework for modelling rigid footing behaviour based on energy principlesEINAV, I; CASSIDY, M. J.Computers and geotechnics. 2005, Vol 32, Num 7, pp 491-504, issn 0266-352X, 14 p.Article

Bearing capacity of rectangular footing on reinforced soilKUMAR, A; SARAN, S.Geotechnical and geological engineering. 2003, Vol 21, Num 3, pp 201-224, issn 0960-3182, 24 p.Article

Etude élémentaire d'un mythe = Elementary analysis of a mythGAMBIN, M.International symposium on shallow foundationsSymposium international sur les fondations superficielles. 2003, pp 251-254, isbn 2-7208-0355-3, 4 p.Conference Paper

Limit analysis of eccentrically obliquely loaded footingAGRAWAL, R.K.International conference on soil mechanics and foundation engineering. 1994, pp 453-456Conference Paper

Standardized sign conventions and notation for generally loaded foundationsBUTTERFIELD, R; HOULSBY, G. T; GOTTARDI, G et al.Geotechnique. 1997, Vol 47, Num 5, pp 1051-1054, issn 0016-8505Article