The resistance of reinforced earth to impact loadingsAL-MOSAWE, M.J; AL-SAFAR, M.R.International reinforced soil conference. 1991, pp 309-315, 7 p.Conference Paper

Elastica of an axially loaded column/footing system resting on elastic baseYOUNIS, C. J; PANAYOTOUNAKOS, D. E.International journal of non-linear mechanics. 1993, Vol 28, Num 6, pp 737-751, issn 0020-7462Article

Eccentrically-obliquely loaded footing = Semelle sous charge excentrée et inclinéeSWAMI SARAN; AGARWAL, R. K.Journal of geotechnical engineering. 1989, Vol 115, Num 11, pp 1673-1680, issn 0733-9410, 8 p.Article

Response of open-plane frames on isolated footings to an excitation characterized by a white noiseSHEIKH MINHAJ BASHA; ALLAM, Mehter M.Journal of sound and vibration. 2004, Vol 275, Num 3-5, pp 1085-1100, issn 0022-460X, 16 p.Article

Error estimation on footing settlement using log-normal come penetration resistance = Evaluation de l'erreur du tassement d'une semelle en utilisant la résistance à la pénétration de type lognormalVAN UU NGUYEN.Reliability engineering & systems safety. 1989, Vol 26, Num 4, pp 329-339, issn 0951-8320, 11 p.Article

Bearing capacity of clay overlain by stiff soilMADHAV, M. R; SHARMA, J. S. N.Journal of geotechnical engineering. 1991, Vol 117, Num 12, pp 1941-1948, issn 0733-9410Article

Displacement from loads over rectangular areas = Déplacement de charges au-dessus de surfaces rectangulairesVITONE, D. M. A; VALSANGKAR, A. J.Soils and foundations. 1987, Vol 27, Num 4, pp 153-156, issn 0038-0806Article

Le projet de Béton armé. 4ème partie: dimensionnement et avant-métré = The reinforced concrete project. 4e p. Dimensioning and preliminary quantity surveyTHONIER, H.Annales de l'Institut technique du bâtiment et des travaux publics. 1982, Num 449, pp 78-103, issn 0020-2568Article

Effects of footing location on bridge pier scour = Influence de la position de la semelle sur l'affouillement autour d'une pile de pontJONES, J. S; KILGORE, R. T; MISTICHELLI, M. P et al.Journal of hydraulic engineering (New York, N.Y.). 1992, Vol 118, Num 2, pp 280-290, issn 0733-9429Article

An estimate of the influence of soil weight on bearing capacity using limit analysisMICHALOWSKI, R. L.Soils and foundations. 1997, Vol 37, Num 4, pp 57-64, issn 0038-0806Article

Accurate modelling of rod driven tower footingALMEIDA, M. E; CORREIA DE BARROS, M. T.IEEE transactions on power delivery. 1996, Vol 11, Num 3, pp 1606-1609, issn 0885-8977Conference Paper

Soil-strip interaction in reinforced foundation bedsMADHAV, M.R; KUMAR PITCHUMANI, N.International conference on computer methods and advances in geomechanics. 7. 1991, pp 165-170, 6 p.Conference Paper

Rotational restraint of a simple column base connection = Retenue en rotation d'une connexion simple à la base d'un poteauPICARD, A; BEAULIEU, D; PERUSSE, B et al.Canadian journal of civil engineering (Print). 1987, Vol 14, Num 1, pp 49-57, issn 0315-1468Article

Dynamic response of elliptical footings = Réponse dynamique de semelles elliptiquesARABINDA ROY.International journal of solids and structures. 1986, Vol 22, Num 3, pp 293-306, issn 0020-7683Article

The influence of confinement on the bearing capacity of strip footingsSALENCON, Jean.Comptes rendus. Mécanique. 2002, Vol 330, Num 5, pp 319-326, issn 1631-0721Article

Frost heave loading of constrained footing by centrifuge modelingKETCHAM, S. A; BLACK, P. B; PRETTO, R et al.Journal of geotechnical and geoenvironmental engineering. 1997, Vol 123, Num 9, pp 874-880, issn 1090-0241Article

Consolidation analysis of elasto-plastic soilMANOHARAN, N; DASGUPTA, S. P.Computers & structures. 1995, Vol 54, Num 6, pp 1005-1021, issn 0045-7949Article

Evaluation of the inelastic response of an axisymmetric foundation to impact loadingDEEKS, A.J; RANDOLPH, M.F.International conference on computer methods and advances in geomechanics. 7. 1991, pp 735-740, 6 p.Conference Paper

Zur Tragfähigkeit von Zugfundarnenten und pföhlen = Capacité portante en traction de pieux et de semelles = Capacity of tension footings and pilesHERZOG, M.Bauingenieur. 1990, Vol 65, Num 3, pp 137-139, issn 0005-6650Article

Un pont à géométrie variable. Réaménagement des fondations du viaduc de Charmaix (Savoie) = An unsteadygeometry bridge ― Repairing of the foundations of the Charmaix viaduct (Savoie region)GARNIER, P; PLANT, E; JOUVEAUX, D et al.Travaux (Paris). 1987, Num 619, pp 31-37, issn 0041-1906Article

Interaccion del suelo, cimiento y estructura : el caso de las zapatas. I = Intéraction sol - fondation, structure : le cas des semelles. I = Interaction of soil, foundations and structure : the case of isolated foundations. IFREIRE TELLADO, M.J.Informes de la construcción. 2001, Vol 52, Num 471, pp 45-58, issn 0020-0883Article

Vereinfachte Stahlbeton- und Spannenbetonbemessung II: Tragfähigkeitsnachweis für Platten (2. teil) = Calcul simplifié pour béton et béton précontraint. II: Résistance des plaques = Simplified design for reinforced and prestressed concrete. II: Loadbearing capacity of platesHERZOG, M.Beton- und Stahlbetonbau. 1995, Num 3, pp 70-72, issn 0005-9900Article

Uplift resistance of interior footings of low-rise buildingsTEMPLE, M. C; WHUN-WAH LOONG; MONFORTON, G. R et al.Canadian journal of civil engineering (Print). 1991, Vol 18, Num 3, pp 378-387, issn 0315-1468Article

Inclination factors for bearing capacity of shallow footings = Facteurs d'inclinaison pour la capacité portante de semelles peu profondesMEYERHOF, G. G; KOUMOTO, T.Journal of geotechnical engineering. 1987, Vol 113, Num 9, pp 1013-1018, issn 0733-9410Article

Stresses in conical shell footing = Contraintes dans une semelle en coque coniqueCHAKRABORTY, S.Journal of the Institution of Engineers. India. Civil Engineering Division. 1987, Vol 67, Num 4, pp 197-203, issn 0020-336XArticle