Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/131201
Title: Proposal of a new porous concrete dosage methodology for pavements
Authors: Elizondo-Martinez, Eduardo Javier
Andres Valeri, Valerio Carlos 
Rodriguez-Hernandez, Jorge
Castro-Fresno, Daniel
UNESCO Clasification: 330506 Ingeniería civil
Keywords: Compressive strength
Indirect tensile strength
Permeability
Skid resistance
Stiffness modulus, et al
Issue Date: 2019
Journal: Materials 
Abstract: Although porous concrete pavement design methods are mainly focused on maintaining high permeability rates in order to improve their ability to manage stormwater runoff, the mixture strength is paramount for its durability and service life. This paper proposes a new mixture design method for porous concrete, named PCD (porous concrete design), derived from the ACI 522R-10 and ACI 211.3R-02 standards. The aim is to improve mechanical strength in porous concrete mixtures, while ensuring enough permeability for its use in urban roads. With PCD methodology it is possible to obtain mechanical strengths 30% higher than those produced with ACI methodologies, while maintaining permeability rates close to 2 cm/s, lower than those obtained with ACI methods but still enough to manage extreme storm events. Finally, with the analytical Hierarchy Process (AHP) multi-criteria decision-making methodology and also bearing in mind safety variables, the best porous concrete mixtures are the ones produced with PCD methodology.
URI: http://hdl.handle.net/10553/131201
ISSN: 1996-1944
DOI: 10.3390/ma12193100
Source: Materials [ISSN 1996-1944], v. 12 (19), 3100, (Septiembre 2019)
Appears in Collections:Artículos
Adobe PDF (1,51 MB)
Show full item record

SCOPUSTM   
Citations

16
checked on Nov 10, 2024

WEB OF SCIENCETM
Citations

13
checked on Nov 10, 2024

Page view(s)

33
checked on Jul 13, 2024

Download(s)

8
checked on Jul 13, 2024

Google ScholarTM

Check

Altmetric


Share



Export metadata



Items in accedaCRIS are protected by copyright, with all rights reserved, unless otherwise indicated.