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2F Ouvrages de génie civil II : Fondations superficielles | Civil Engineering Works II: Deep Foundations
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G15.107
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Analyses of Bridge Piles Near Approach Embankments.
F. Zhu, Z. Ozden, K.R. Peaker
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G15.108
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Versatile Cyclic P-Y Curve for Lateral Pile Response Analysis.
M.H. El Naggar, N. Allotey
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G15.136
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Design and Performance of Micropiles in Oilsand at the Syncrude Upgrade Expansion (UE-1) Project Fort McMurray, Alberta.
L. Bobey, R. Tweedie, W. Mimura
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G15.368
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n Behaviour of Laterally Loaded Fixed Head Pile Group in P-Y Soft Clay Below The Water Table Subjected to Cyclic Loading – Sensitivity Analysis.
N. Rahman, B.B. Budkowska
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G15.420
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The Performance of Long Laterally Loaded Pile Embedded in Sand Below Water Table Subjected to Cyclic Loading – Sensitivity Investigations.
N. Rahman, B.B. Budkowska
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G15.481
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Coupled Modelling of Observed Pore Pressure Dissipation After Helical Pile Installation.
A.M. Vyazmensky, D.A. Shuttle, J.A. Howie
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