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...
Main Authors: | , , |
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Format: | Article |
Language: | Portuguese |
Published: |
Universidade de Fortaleza
2009-06-01
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Series: | Revista Tecnologia |
Subjects: | |
Online Access: | https://periodicos.unifor.br/tec/article/view/110 |