Lateral load-deflection behaviour of pile groups = Comportement d'un groupe de pieux sous une charge latéralePISE, P. J.Indian geotechnical journal. 1983, Vol 13, Num 1, pp 37-51, issn 0046-8983Article

Bearing capacity solutions for complex cases = Solutions de capacité portante pour des cas complexesPILOT, G.1982, pp 187-197Article

Les essais de pénétration des sols et la prévision du comportement des fondations profondesAMAR, S; WASCHKOWSKI, E.Bulletin de liaison des laboratoires des ponts et chaussées. 1985, Num 135, pp 85-94, issn 0458-5860Article

Load-path dependent stability of shallow footings = Stabilité des semelles peu profondes en fonction de la distribution de la chargeGEORGIADIS, M.Soils and foundations. 1985, Vol 25, Num 1, pp 84-88, issn 0038-0806Article

Pressure measurements in the soil under the load = Mesures des pressions du sol soumis à une chargeRAM, R. B.Soil and tillage research. 1984, Vol 4, Num 2, pp 137-145Article

Cap-pile-soil interaction of bored pile groups = L'interaction longrine-pieu-sol de groupes de pieux forésLIU, J. L; YUAN, Z. L; ZHANG, K. P et al.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1433-1436Conference Paper

Determination of stability characteristics = Détermination des valeurs de portancesPREGL, O.International conference on soil mechanics and foundation engineering. 11. 1985, pp 2227-2230Conference Paper

Amélioration de la portance d'un sol par inclusion de groupe et réseaux de micropieuxPLUMELLE, C.Renforcement en place des sols et des roches. Colloque international. 1984, pp 83-89Conference Paper

Expander bodies - a new concept for underpinning of structures = Les corps expansifs ― un nouveau concept pour la reprise en sous-œuvre des ouvragesBROMS, B. B.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1531-1534Conference Paper

Carrying capacity of anchor slab = Capacité portante de la plaque d'ancrageLU, Z; WU, X. M; ZHANG, Z. S et al.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1135-1138Conference Paper

Approximate analytical method for computing the bearing capacity of foundation beds and its experimental evaluation = Méthode analytique d'approximation du calcul de la portance des couches de fondation et son évaluation expérimentaleSTROGANOV, A. S; GAIDAI, M. S; TITS, A. Z et al.Soil mechanics and foundation engineering. 1983, Vol 20, Num 1, pp 26-32, issn 0038-0741Article

Bearing capacity of cast-in-place piles = Capacité portante des pieux moulés dans le solHORIUCHI, T.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1393-1396Conference Paper

Bearing capacity of piers and piles with large diameters = La capacité portante de piles et de pieux de grand diamètreBRANDL, H.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1525-1530Conference Paper

Calculation of bearing capacity of laterally loaded pile groups = Calcul de la capacité portante de groupes de pieux chargés latéralementZNAMENSKY, V. V; KONNOV, A. V.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1511-1514Conference Paper

Prediction of load bearing capacity of a bored pile during its construction = Prévision de la capacité de la charge portante d'un pieu foré durant sa constructionNAITHANI, S. K.Indian geotechnical journal. 1983, Vol 13, Num 2, pp 93-102, issn 0046-8983Article

Complete limiting stress solutions for the bearing capacity of strip footings on a Mohr-Coulomb soilSMITH, C. C.Geotechnique. 2005, Vol 55, Num 8, pp 607-612, issn 0016-8505, 6 p.Article

Experimental study of bearing capacity of cast-in-sity hollow piles = Etude expérimentale de la capacité portante de pieux creux moulés en placeBAKHOLDIN, B. V; BERMAN, V. I.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1337-1340Conference Paper

A procedure for estimation of uplift capacity of rough piles = Procédé pour l'estimation de la capacité de soulèvement de pieux. DiscussionBOWLES, J. E.Soils and foundations. 1984, Vol 24, Num 1, pp 161-163, issn 0038-0806Article

Design seismic loading = Projet de portance sismiquePIRIE, M. L.Bulletin of the International Institute of Seismology and Earthquake Engineering. 1983, Vol 20, pp 49-62, issn 0074-655X, no specArticle

Effect of an existing footing on the load carrying capacity of a foundation = Effet de semelles existantes sur la portance d'une fondationDASH, P. K.Indian geotechnical journal. 1982, Vol 12, Num 2, pp 160-165, issn 0046-8983Article

Axial bearing capacity of the expander body pile = La capacité portante axiale du pieu à corps expansibleBROMS, B. G; NORD, B.Soils and foundations. 1985, Vol 25, Num 2, pp 31-44, issn 0038-0806Article

Application of in situ tests for evaluation of pile bearing capacity = Application des essais in situ pour l'estimation de la capacité portante des pieuxTEJCHMAN, A; GWIZDALA, K; KLOS, J et al.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1479-1482Conference Paper

Notes concerning analysis of drilled piers = Remarques sur le calcul des pieux forés de grand diamètreSIMEK, J; BAZANI, Z; SEDLECKY, O et al.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1469-1471Conference Paper

Dynamics measurements of piles and piers = Mesures des propriétés dynamiques des pieux et piliersSEITZ, J.Geotechnik. 1983, Vol 6, Num 2, pp 99-101, issn 0172-6145Article

Bearing capacity of strip footing in two-layer c-φ soils exhibiting anisotropy and nonhomogeneity in c = Portance des fondations dans les sols à deux couches c-φ montrant une anisotropie et une inhomogénéité en cSIVA REDDY, A; VENKATAKRISHNA RAO, K. N.Indian geotechnical journal. 1983, Vol 13, Num 4, pp 187-210, issn 0046-8983Article