Ultimate limit state design of strip foundationAVELLAN, K.International conference on soil mechanics and foundation engineering. 1994, pp 449-452Conference Paper

Méthode de calcul unifiée des semelles filantes flexibles sous l'action des sols gonflants = A unified design method of flexible continuous footings under the action of swelling soilsBAHEDDI, M; DJAFAROV, M. D; CHARIF, A et al.La Revue marocaine du génie civil. 2005, Num 110, pp 34-44, issn 0851-7916, 11 p.Article

Calcul du soulèvement des semelles sur sols gonflants = Calculation of footing heave on expansive soilsEJJAAOUANI, H; MAGNAN, J.-P; SHAKHIREV, V et al.Symposium international Identification et détermination des paramètres des sols et des roches pour les calculs géotechniquesSymposium international sur l'amélioration des sols en placeSymposium international sur les fondations superficielles. 2004, pp 393-400, isbn 2-7208-0387-1, 8 p.Conference Paper

Semelles isolées, semelles excentrées, semelles filantes : interaction sol-structure = Individual footings, eccentric footings, strip footings: soil-structure interactionBOUGUERBA, A.1995, Num 60, pp 44-75Article

Modified Binquet and Lee's design curves for bearing capacity of reinforced foundation bedDEY, B.Indian geotechnical journal. 2002, Vol 32, Num 4, pp 421-428, issn 0046-8983, 8 p.Article

Strip footing - partial factors design conceptANAGNOSTI, P.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 2249-2250, isbn 90-5410-891-6Conference Paper

Interaction sol-fondation - influence d'un bicouche sol-Pneusol = Soil-foundation interation - influence of a 2-layer soil-PneusolBOUTIN, C; BOULEBNANE, A; LAREAL, P et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 955-958, isbn 90-5410-891-6Conference Paper

p-version static infinite element for representing 1/rⁿ type decay problems in unbounded mediaKOH, K. H; LEE, S. R.Computers and geotechnics. 1998, Vol 22, Num 1, pp 73-89, issn 0266-352XArticle

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

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

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

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

Harmonic-by-harmonic method for the postcritical computation of axisymmetric shellsBULENDA, T.Asian-Pacific conference on computational mechanics. 1993, pp 43-48Conference Paper

Impact loading of adjacent footingsCHEN, S.-L; CRAIG, W. H.International conference on physical modelling in geotechnics/ICPMG '02. 2002, pp 409-413, isbn 90-5809-389-1, 5 p.Conference Paper

A propos du choix de l'angle de frottement interne pour la calcul des fondations superficielles = About the assessment of the internal friction angle for shallow foundation designDRONIUC, N; MAGNAN, J. P.International symposium on identification and determination of soil and rock parameters for geotechnical designSymposium international Identification et détermination des paramètres des sols et des roches pour les calculs géotechniques. 2002, pp 531-540, isbn 2-85978-363-6Conference Paper

Rotation of tall structures founded on in-elastic groundMADHAV, M. R; POOROOSHASB, H. B.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 731-734, isbn 90-2651-853-6, 3VolConference Paper

Bearing capacity of eccentrically loaded footings adjacent to cohesionless slopesSWANI SARANH; REDDY, B.S.Indian geotechnical journal. 1990, Vol 20, Num 2, pp 119-142, issn 0046-8983Article

Elastic settlement of footings embedded into elastic stratum/half spaceBAIDYA, D. K; GHOSE HAJRA, M.Indian geotechnical journal. 2001, Vol 31, Num 4, pp 368-387, issn 0046-8983Article