Behavior of Driven Precast-concrete Piles submitted to Loads in a Collapsible Sandy Soil.

This paper presents the analysis of uplift load tests in three precast-concrete piles carried out in a collapsible sandy soil. The piles had 12 m in length and 0.17 x 0.17 m cross section and used strain gauges, in order to know the load transfer in depth. Three tests were performed in a Slow Mainta...

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Bibliographic Details
Main Authors: Stélio Maia Menezes, David de Carvalho, Paulo José Rocha de Albuquerque
Format: Article
Language:Portuguese
Published: Universidade de Fortaleza 2009-06-01
Series:Revista Tecnologia
Subjects:
Online Access:https://periodicos.unifor.br/tec/article/view/110