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p-y Plasticity Model for Nonlinear Dynamic Analysis of Piles in Liquefiable SoilBRANDENBERG, Scott J; MINXING ZHAO; BOULANGER, Ross W et al.Journal of geotechnical and geoenvironmental engineering. 2013, Vol 139, Num 8, pp 1262-1274, issn 1090-0241, 13 p.Article

Nonlinear Efficiency of Bored Pile Group under Lateral LoadingLEMNITZER, Anne; KHALILI-TEHRANI, Payman; AHLBERG, Eric R et al.Journal of geotechnical and geoenvironmental engineering. 2010, Vol 136, Num 12, pp 1673-1685, issn 1090-0241, 13 p.Article

Theoretical p-y Curves for Laterally Loaded Single Piles in Undrained Clay Using Bezier CurvesKODIKARA, Jayantha; HAQUE, Asadul; KAH YING LEE et al.Journal of geotechnical and geoenvironmental engineering. 2010, Vol 136, Num 1, pp 265-268, issn 1090-0241, 4 p.Article

Simple Model for Nonlinear Response of 52 Laterally Loaded PilesWEI DONG GUO.Journal of geotechnical and geoenvironmental engineering. 2013, Vol 139, Num 2, pp 234-252, issn 1090-0241, 19 p.Article

Lateral resistance of a pile = Résistance latérale d'un pieuOKAHARA, M; TAKAGI, S; TAGUCHI, K et al.NIST Special publication. 1990, Num 796, pp 131-141, 11 p.Conference Paper

Simplified Hybrid p-y Spring Model for Liquefied SoilsFRANKE, Kevin W; ROLLINS, Kyle M.Journal of geotechnical and geoenvironmental engineering. 2013, Vol 139, Num 4, pp 564-576, issn 1090-0241, 13 p.Article

Piles subjected to horizontal loads due to asymmetrical surcharges on the surface: a review of design methodsVELOSO, D; DE MELLO, L. G; BILFINGER, W et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1035-1038, isbn 90-2651-853-6, 3VolConference Paper

A numerical method for laterally loaded thin platesBURGESS, G; MAHAJERIN, E.Computer methods in applied mechanics and engineering. 1985, Vol 49, Num 1, pp 1-15, issn 0045-7825Article

Field measurements of laterally loaded drilled shaftsEDGERS, L; SMITH, D; DIFIORE, S et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 979-982, isbn 90-5410-891-6Conference Paper

Comportement d'un pieu charge latéralement avec prise en compte du cisaillement à l'interface des couches du sol = Behaviour of a laterally-loaded pile taking into account the shear at the interface of soil layersBELKHIR, S; LEVACHER, D; MEZAZIGH, S et al.La Revue marocaine du génie civil. 1998, Num 73, pp 173-183, issn 0851-7916Conference Paper

Behavior of a braced structure for excavation under asymmetrical lateral loadKAZAMA, S.International Symposium on Geotechnical Aspects of underground construction in soft ground - IS-Tokyo'99. 2000, pp 531-536, isbn 90-5809-106-6Conference Paper

Approximate analysis of asymmetric buildings = Analyse approchée des immeubles asymétriquesBALENDRA, T; SWADDIWUDHIPONG, S; SER-TONG QUEK et al.Journal of structural engineering (New York, NY). 1984, Vol 110, Num 9, pp 2056-2072, issn 0733-9445Article

Nonlinear analysis of long circular cylindrical shells under lateral loadingKALIMANIS, J; KOUNADIS, A.Revue roumaine des sciences techniques. Série de mécanique appliquée. 1984, Vol 29, Num 4, pp 429-435, issn 0035-4074Article

Dynamic stability of laterally loaded buckled beams = Stabilité dynamique de poutres flambées chargées latéralementSEIDE, P.Journal of engineering mechanics. 1984, Vol 110, Num 10, pp 1556-1569, issn 0733-9399Article

Sensitivity analysis of nonlinear behaviour of laterally loaded pilesBUDKOWSKA, B. B; SUWARNO, D.International Symposium on numerical models in geomechanics. 2002, pp 475-480, isbn 90-5809-359-X, 6 p.Conference Paper

Reliability analysis of rigid piles subjected to lateral loadsPULA, W.NUMOG VI : International Symposium on Numerical Models in Geomechanics. 1997, pp 521-526, isbn 90-5410-886-XConference Paper

Shakedown analysis of platesALWIS, W. A. M; GRUNDY, P.International journal of mechanical sciences. 1985, Vol 27, Num 1-2, pp 71-82, issn 0020-7403Article

LCA application in the optimum design of high rise steel structuresYOUNG SANG CHO; JEOM HAN KIM; SEONG UK HONG et al.Renewable & sustainable energy review. 2012, Vol 16, Num 5, pp 3146-3153, issn 1364-0321, 8 p.Article

Vibration of a pinned-pinned beam forced by harmonic motion of lateral forceKUKLA, S.Journal of sound and vibration. 1992, Vol 156, Num 2, pp 367-372, issn 0022-460XArticle

Prediction of soil restraint to a buried pipeline using interface elementsNG, P. C. F; PYRAH, I. C; ANDERSON, W. F et al.NUMOG VI : International Symposium on Numerical Models in Geomechanics. 1997, pp 469-474, isbn 90-5410-886-XConference 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

Active length of laterally loaded piles = Longueur active de pieux chargés latéralementWANG, M. C; LIAO, W. P.Journal of geotechnical engineering. 1987, Vol 113, Num 9, pp 1044-1048, issn 0733-9410Article

Large transverse deflections of circular plates loaded symmetricallyFERRISS, D. H.Computers & structures. 1986, Vol 22, Num 4, pp 709-724, issn 0045-7949Article

Lateral Deflection of Horizontally Loaded Rigid Piles in Elastoplastic MediumMOTTA, Ernesto.Journal of geotechnical and geoenvironmental engineering. 2013, Vol 139, Num 3, pp 501-506, issn 1090-0241, 6 p.Article

Numerical Investigation of the Scouring Effect on the Lateral Response of Piles in SandNI, Sheng-Huoo; HUANG, Yan-Hong; LO, Kuo-Feng et al.Journal of performance of constructed facilities. 2012, Vol 26, Num 3, pp 320-325, issn 0887-3828, 6 p.Article

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