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Results 1 to 25 of 1585

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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

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

Bearing capacity of wedge-shaped foundationJAANISO, V; PELLO, J; OLL, K et al.Baltic Geotechnics'95. Baltic Geotechnical Conference. 1995, pp 117-120Conference Paper

Pullout resistance formula of short vertical spherical anchors in soilMUHOVEC, I; KRAJCER, M.International conference on soil mechanics and foundation engineering. 1994, pp 1725-1728Conference Paper

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

Two-and three-dimensional bearing capacity of footings in sandLYAMIN, A. V; SALGADO, R; SLOAN, S. W et al.Geotechnique. 2007, Vol 57, Num 8, pp 647-662, issn 0016-8505, 16 p.Article

Depth factors for undrained bearing capacityEDWARDS, D. H; ZDRAVKOVIC, L; POTTS, D. M et al.Geotechnique. 2005, Vol 55, Num 10, pp 755-758, issn 0016-8505, 4 p.Article

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

A NOTE ON LUFFING IN SOILSIRVINE HM.1979; PROC. R. SOC. LONDON, A; GBR; DA. 1979; VOL. 365; NO 1722; PP. 345-347; BIBL. 3 REF.Article

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

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

LIFT CORRECTIONS TO TRANSONIC EQUIVALENCE RULE; EXAMPLES.CHENG HK.1977; A.I.A.A.J., NEW YORK; U.S.A.; DA. 1977; VOL. 15; NO 3; PP. 366-373; BIBL. 22 REF.Article

Development of bearing capacity studies and changing foundation designKUSAKABE, O; LEE, M. W.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 729-751, isbn 90-5809-055-8, 23 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

The behavior of post-grouting pile groups under vertical loadLIU JIN-LI; GAO WEN-SHENG.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 209-212, isbn 90-5809-055-8Conference Paper

Prediction of pile bearing capacity using artificial neural networksIN-MO LEE; JEONG-HARK LEE.Computers and geotechnics. 1996, Vol 18, Num 3, pp 189-200, issn 0266-352XArticle

Design of buried pipelines in deforming groundsPORSVIG, M.International conference on soil mechanics and foundation engineering. 1994, pp 117-118Conference Paper

Design of the foundations loaded by overturning momentBOLT, A.F; DEMBICKI, E; HORODECKI, G.A et al.International conference on soil mechanics and foundation engineering. 1994, pp 461-464Conference 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

A PARTIALLY CAVITATING HYDROFOIL OF FINITE SPANUHLMAN JS.1978; J. FLUIDS ENGNG; USA; DA. 1978; VOL. 100; NO 3; PP. 353-354; BIBL. 4 REF.Article

Bond parameters to improve tensile load bearing capacities of co-cured single and double lap joints with steel and carbon fiber-epoxy composite adherendsKUM CHEOL SHIN; JUNG JU LEE.Journal of composite materials. 2003, Vol 37, Num 5, pp 401-420, issn 0021-9983, 20 p.Article

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