162. Comparison of durability parameters between conventional concrete, standard SCC and steel fibre reinforced SCC for construction of thin elements - Part 1: Durability tests
Title: 162. Comparison of durability parameters between conventional concrete, standard SCC and steel fibre reinforced SCC for construction of thin elements - Part 1: Durability tests
Author(s): P. Borralleras, B. Barragán, R. Gettu
Paper category : conference
Book title: 5th International RILEM Symposium on Self-Compacting Concrete
Editor(s): G. De Schutter and V. Boel
Publisher: RILEM Publications SARL
Publication year: 2007
Pages: 1079 - 1091
Total Pages: 13
Nb references: 4
Abstract: During July and August 2004, BASF Construction Chemicals Spain and the University Polytechnic of Catalunya (Barcelona) began a study with the aim of comparing durability properties between conventional concrete, standard SCC and steel-fibre reinforced SCC (SFR-SCC), when they are used for the construction of thin elements as well as thin, reinforced walls.
To make this study representative, concrete was produced in a conventional batching plant and delivered by lorry to the University, where large-scale application was done, concreting thin, reinforced walls using a concrete pump. Concrete homogeneity by ultrasonic device, cracking distribution, strength evolution, water penetration, chloride penetration, CO2 frontline evolution and capilliary absorption were tested on all the three concrete types evaluated from samples extracted directly from the applied concrete. Results observed showed an improved durability for SCC and SFR-SCC against conventional concrete in practically all parameters checked.
Online publication: 2009-06-16
Publication type : full_text
Public price (Euros): 0.00