Effects of Recycled Expanded Polystyrene Beads on the Mechanical and Physical Properties of Cement-Stabilized Compressed Earth Bricks
Nowadays, research on environmentally friendly materials has become a significant challenge in the field of civil engineering. In this study, stabilized compressed earth bricks (CEBs) incorporating recycled expanded polystyrene (EPS) beads were studied with the aim of enhancing the development of gr...
Saved in:
Main Authors: | , , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2023-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2023/6675227 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
_version_ | 1832558483582484480 |
---|---|
author | Géraldine Gouafo Kougoum Ulrich Giresse Defo Tatchum Bernard Morino Ganou Koungang Dieunedort Ndapeu René Tchinda |
author_facet | Géraldine Gouafo Kougoum Ulrich Giresse Defo Tatchum Bernard Morino Ganou Koungang Dieunedort Ndapeu René Tchinda |
author_sort | Géraldine Gouafo Kougoum |
collection | DOAJ |
description | Nowadays, research on environmentally friendly materials has become a significant challenge in the field of civil engineering. In this study, stabilized compressed earth bricks (CEBs) incorporating recycled expanded polystyrene (EPS) beads were studied with the aim of enhancing the development of green constructions. The mass contents of recycled EPS in CEB formulated at a compaction pressure of 5 MPa are 0%, 0.25%, 0.5%, 0.75%, and 1% relative to the mass of the soil, while cement type CEM I 32.5, as a stabilizer, constituted 8% by mass. Characterization was carried out by determining densities, dry and wet compressive strength, flexural strength, total water absorption, and capillarity. Sample properties were found to be strongly influenced by the percentage of recycled EPS. Increasing the EPS aggregate content led to a reduction in compressive strength in both wet and dry conditions. Samples with 0.5% EPS and 8% cement offered better physical and mechanical performance. Samples containing EPS had relatively low water absorption, which would contribute to good durability. These CEBs comply with the wall construction requirements for two-story dwellings. This study also demonstrates the potential use of this recycled material in the construction industry. |
format | Article |
id | doaj-art-d6d9ae3314504f73954a15b60e1761b1 |
institution | Kabale University |
issn | 1687-8094 |
language | English |
publishDate | 2023-01-01 |
publisher | Wiley |
record_format | Article |
series | Advances in Civil Engineering |
spelling | doaj-art-d6d9ae3314504f73954a15b60e1761b12025-02-03T01:32:19ZengWileyAdvances in Civil Engineering1687-80942023-01-01202310.1155/2023/6675227Effects of Recycled Expanded Polystyrene Beads on the Mechanical and Physical Properties of Cement-Stabilized Compressed Earth BricksGéraldine Gouafo Kougoum0Ulrich Giresse Defo Tatchum1Bernard Morino Ganou Koungang2Dieunedort Ndapeu3René Tchinda4Research Unit of Industrial Systems and Environmental Engineering (URISIE)Mechanics and Adapted Materials Laboratory (LAMMA)Mechanics and Adapted Materials Laboratory (LAMMA)Research Unit of Industrial Systems and Environmental Engineering (URISIE)Research Unit of Industrial Systems and Environmental Engineering (URISIE)Nowadays, research on environmentally friendly materials has become a significant challenge in the field of civil engineering. In this study, stabilized compressed earth bricks (CEBs) incorporating recycled expanded polystyrene (EPS) beads were studied with the aim of enhancing the development of green constructions. The mass contents of recycled EPS in CEB formulated at a compaction pressure of 5 MPa are 0%, 0.25%, 0.5%, 0.75%, and 1% relative to the mass of the soil, while cement type CEM I 32.5, as a stabilizer, constituted 8% by mass. Characterization was carried out by determining densities, dry and wet compressive strength, flexural strength, total water absorption, and capillarity. Sample properties were found to be strongly influenced by the percentage of recycled EPS. Increasing the EPS aggregate content led to a reduction in compressive strength in both wet and dry conditions. Samples with 0.5% EPS and 8% cement offered better physical and mechanical performance. Samples containing EPS had relatively low water absorption, which would contribute to good durability. These CEBs comply with the wall construction requirements for two-story dwellings. This study also demonstrates the potential use of this recycled material in the construction industry.http://dx.doi.org/10.1155/2023/6675227 |
spellingShingle | Géraldine Gouafo Kougoum Ulrich Giresse Defo Tatchum Bernard Morino Ganou Koungang Dieunedort Ndapeu René Tchinda Effects of Recycled Expanded Polystyrene Beads on the Mechanical and Physical Properties of Cement-Stabilized Compressed Earth Bricks Advances in Civil Engineering |
title | Effects of Recycled Expanded Polystyrene Beads on the Mechanical and Physical Properties of Cement-Stabilized Compressed Earth Bricks |
title_full | Effects of Recycled Expanded Polystyrene Beads on the Mechanical and Physical Properties of Cement-Stabilized Compressed Earth Bricks |
title_fullStr | Effects of Recycled Expanded Polystyrene Beads on the Mechanical and Physical Properties of Cement-Stabilized Compressed Earth Bricks |
title_full_unstemmed | Effects of Recycled Expanded Polystyrene Beads on the Mechanical and Physical Properties of Cement-Stabilized Compressed Earth Bricks |
title_short | Effects of Recycled Expanded Polystyrene Beads on the Mechanical and Physical Properties of Cement-Stabilized Compressed Earth Bricks |
title_sort | effects of recycled expanded polystyrene beads on the mechanical and physical properties of cement stabilized compressed earth bricks |
url | http://dx.doi.org/10.1155/2023/6675227 |
work_keys_str_mv | AT geraldinegouafokougoum effectsofrecycledexpandedpolystyrenebeadsonthemechanicalandphysicalpropertiesofcementstabilizedcompressedearthbricks AT ulrichgiressedefotatchum effectsofrecycledexpandedpolystyrenebeadsonthemechanicalandphysicalpropertiesofcementstabilizedcompressedearthbricks AT bernardmorinoganoukoungang effectsofrecycledexpandedpolystyrenebeadsonthemechanicalandphysicalpropertiesofcementstabilizedcompressedearthbricks AT dieunedortndapeu effectsofrecycledexpandedpolystyrenebeadsonthemechanicalandphysicalpropertiesofcementstabilizedcompressedearthbricks AT renetchinda effectsofrecycledexpandedpolystyrenebeadsonthemechanicalandphysicalpropertiesofcementstabilizedcompressedearthbricks |