Polypropylene fiber-reinforced self-compacting concrete for the reconstruction of the cathedral of La Laguna, Canary Island, Spain

Pacios Alvarez, Antonia and Carballosa de Miguel, Pedro and Gutiérrez Jiménez, J.P. and Tanner, P. (2011). Polypropylene fiber-reinforced self-compacting concrete for the reconstruction of the cathedral of La Laguna, Canary Island, Spain. In: "9th Symposium on High Performance Concrete. Design, Verification and Utilization", 09/08/2011 - 11/08/2011, Rotorua, Nueva Zelanda.

Description

Title: Polypropylene fiber-reinforced self-compacting concrete for the reconstruction of the cathedral of La Laguna, Canary Island, Spain
Author/s:
  • Pacios Alvarez, Antonia
  • Carballosa de Miguel, Pedro
  • Gutiérrez Jiménez, J.P.
  • Tanner, P.
Item Type: Presentation at Congress or Conference (Article)
Event Title: 9th Symposium on High Performance Concrete. Design, Verification and Utilization
Event Dates: 09/08/2011 - 11/08/2011
Event Location: Rotorua, Nueva Zelanda
Title of Book: Proceedings of the 9th Symposium on High Performance Concrete. Design, Verification and Utilization
Date: 2011
Subjects:
Freetext Keywords: residual flexural tension strength, capillary water absorption, structural polypropylene fiber reinforced self-compacting concrete.
Faculty: E.T.S.I. Industriales (UPM)
Department: Mecánica Estructural y Construcciones Industriales [hasta 2014]
Creative Commons Licenses: Recognition - No derivative works - Non commercial

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Abstract

High performance materials are needed for the reconstruction of such a singular building as a cathedral, since in addition to special mechanical properties, high self compact ability, high durability and high surface quality, are specified. Because of the project’s specifications, the use of polypropylene fiber-reinforced, self-compacting concrete was selected by the engineering office. The low quality of local materials and the lack of experience in applying macro polypropylene fiber for structural reinforcement with these components materials required the development of a pretesting program. To optimize the mix design, performance was evaluated following technical, economical and constructability criteria. Since the addition of fibers reduces concrete self-compactability, many trials were run to determine the optimal mix proportions. The variables introduced were paste volume; the aggregate skeleton of two or three fractions plus limestone filler; fiber type and dosage. Two mix designs were selected from the preliminary results. The first one was used as reference for self-compactability and mechanical properties. The second one was an optimized mix with a reduction in cement content of 20 kg/m3and fiber dosage of 1 kg/m3. For these mix designs, extended testing was carried out to measure the compression and flexural strength, modulus of elasticity, toughness, and water permeability resistance

More information

Item ID: 11747
DC Identifier: http://oa.upm.es/11747/
OAI Identifier: oai:oa.upm.es:11747
Official URL: http://hpc2011.blueriver.co.nz/home/home.aspx
Deposited by: Memoria Investigacion
Deposited on: 15 Nov 2012 10:19
Last Modified: 22 Sep 2014 10:51
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