Durability Indicators in High Absorption Recycled Aggregate Concrete

Joint Authors

Jiménez, Luis F.
Moreno, Eric I.

Source

Advances in Materials Science and Engineering

Issue

Vol. 2015, Issue 2015 (31 Dec. 2015), pp.1-8, 8 p.

Publisher

Hindawi Publishing Corporation

Publication Date

2015-10-04

Country of Publication

Egypt

No. of Pages

8

Abstract EN

The use of recycled aggregates in structural concrete production has the inconvenience of increasing the fluid transport properties, such as porosity, sorptivity, and permeability, which reduces the resistance against penetration of environmental loads such as carbon dioxide and chloride ion.

In this paper, behavior of ten concrete mixtures with different percentages of coarse aggregate replacement was studied.

The recycled material was recovered by crushing of concrete rubble and had high absorption values.

The results showed that it is possible to achieve good resistance to carbonation and chloride penetration with up to 50% replacement of recycled coarse aggregate for 0.5 water/cement ratio.

Finally, new indexes for porosity and sorptivity were proposed to assess the quality of concrete.

American Psychological Association (APA)

Jiménez, Luis F.& Moreno, Eric I.. 2015. Durability Indicators in High Absorption Recycled Aggregate Concrete. Advances in Materials Science and Engineering،Vol. 2015, no. 2015, pp.1-8.
https://search.emarefa.net/detail/BIM-1053319

Modern Language Association (MLA)

Jiménez, Luis F.& Moreno, Eric I.. Durability Indicators in High Absorption Recycled Aggregate Concrete. Advances in Materials Science and Engineering No. 2015 (2015), pp.1-8.
https://search.emarefa.net/detail/BIM-1053319

American Medical Association (AMA)

Jiménez, Luis F.& Moreno, Eric I.. Durability Indicators in High Absorption Recycled Aggregate Concrete. Advances in Materials Science and Engineering. 2015. Vol. 2015, no. 2015, pp.1-8.
https://search.emarefa.net/detail/BIM-1053319

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references

Record ID

BIM-1053319