Titlebook: Innovative Solutions for Deep Foundations and Retaining Structures; Proceedings of the 3 Pedro Pinto,Chang-Yu Ou,Hany Shehata Conference pr

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Numerical Study of Passive Earth Pressure on Retaining Walls,of movement were considered to generate the limit equilibrium of passive earth: translation movement, and rotation around the top of the rigid wall. Analysis consisted of series of 2D finite difference FLAC code. Parametric study included the effect of type of wall movement, soil-wall interface fric

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Understanding Pile Foundations Design Through Case Histories of New Tagus Bridge and Leziria Bridgeuced. The potentially liquefiable soils and remedial measures are addressed. Two case studies related with pile design of New Tagus bridge based in pile load tests and the pile design and liquefaction potential evaluation of Leziria bridge foundations are presented. Some conclusions are drawn.

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