Soil-Lime Blocks Using Construction Residues - Durability Study

Author:

Figueiredo Suélen Silva1,Silva Cibelle Guimarães1,Bezerra Izabelle Marie Trindade1,Dias Suellen Lisboa1,Neves Gelmires Araújo1,Menezes Romualdo Rodrigues2,de Lima Santana Lisiane Navarro1

Affiliation:

1. Universidade Federal de Campina Grande

2. Federal University of Campina Grande

Abstract

The construction industry in addition to being considered one of the biggest natural resources consumers is still responsible for generating large quantities of residues. The impacts caused by these residues have motivated research aimed at developing new techniques for reuse and recycling this material by using as raw material to make alternative materials. The introduction of demolition residues (DR) in soil-lime bricks replacing part of the pozzolan becomes possible due to the cementing properties that these residues may present when finely grounded. This study aims to evaluate the durability of soil-lime blocks embedded with demolition residues. For this study the raw materials were characterized by particle size distribution analysis, X-ray diffraction and chemical analysis. Then test specimens were prepared using mixes in a 1:10 ratio of lime:soil and embedded with residue in partial replacement of lime, in the proportions of 25%, 50% and 75% with curing period of 90 days. Later, the test specimens were evaluated for durability. The results showed that soil-lime bricks embedded with contents above 50% of residues had their durability affected.

Publisher

Trans Tech Publications, Ltd.

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Reference11 articles.

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3. OLIVEIRA, D. F.; Santos, V. S.; Lira, H. L.; Melo, A. B.; Neves, G. A. Durabilidade de compósitos de concreto Portland produzidos com agregados reciclados da construção civil. Revista Eletrônica de Materiais e Processos, v. 1, 2 (2006).

4. LIMA, R. C. O. Estudo da durabilidade de paredes monolíticas e tijolos de solo-cimento incorporados com resíduo de granito. Dissertation (Master's degree). Universidade Federal de Campina Grande. Campina Grande, 2010. 107p.

5. ABNT – Associação Brasileira de Normas Técnicas. NBR 12024: Moldagem e cura de corpos de prova cilíndricos. Rio de Janeiro, (1992).

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