Properties of Fired Clay Bricks Mixed with Waste Glass

2017 ◽  
Vol 13 (4) ◽  
pp. 1-9
Author(s):  
Hisham Abdeen ◽  
Samir Shihada
Keyword(s):  
Author(s):  
Oluwarotimi Olofinnade ◽  
Anthony Ede ◽  
Julius Ndambuki ◽  
Ayanfe Opeyemi

Utilization of recycled waste materials in making concrete is identified as a sustainable means of managing wastes, thereby reducing the energy consumption, preserving the environment and conserving of natural resources from depletion. Researchers referred to this type of concrete as "green" concrete. This study examines the possible reusing of crushed waste glass as partial and complete substitute for natural aggregates in production of moderate strength green concrete with the addition of ground clay brick as admixture. The clay bricks were obtained as generated wastes from the ceramic and brick producing factory, while the glass wastes were sourced from dump sites and waste collection points within Ota, Nigeria. The waste glass varied from 25%-100% in steps of 25%, and the ground clay brick was added in 10%, 15% and 20% by mass of Portland cement into the concrete mixes. Tests, which include workability and characteristics strength were carried out on the concrete specimens. Microstructural examination was performed on selected concrete specimens. Results indicate reduction in workability with increased waste glass and clay brick powder content. Moreover, the characteristic compressive strength of the concrete specimens increased with curing age, however, concrete mixes containing 10% clay brick powder and 25% waste glass aggregate showed significant improvement in strength at curing age of 28 days than the control concrete.


Author(s):  
I I Akinwumi ◽  
O O Ajayi ◽  
O Joshua ◽  
R Sani ◽  
O M Olofinnade ◽  
...  

2017 ◽  
Vol 29 (8) ◽  
pp. 04017056 ◽  
Author(s):  
Syed M. S. Kazmi ◽  
Safeer Abbas ◽  
Moncef L. Nehdi ◽  
Muhammad A. Saleem ◽  
Muhammad J. Munir
Keyword(s):  

2013 ◽  
Vol 34 (1) ◽  
pp. 15-24 ◽  
Author(s):  
Kae-Long Lin ◽  
Long-Sheng Huang ◽  
Je-Lueng Shie ◽  
Ching-Jung Cheng ◽  
Ching-Hwa Lee ◽  
...  

2021 ◽  
Vol 7 (8) ◽  
pp. 1341-1354
Author(s):  
Zaid Ali Hasan ◽  
Shereen Qasim Abdulridha ◽  
S. Z. Abeer

The present study involved assessing the replacement of fine aggregate in the mortar with sustainable local materials like clay bricks and glass included 168 specimens (cubes and prisms). Seven mixtures were cast for this work, one control mix (R1) with 100% natural sand whereas mixes from R2 to R5 have 10% and 20% replacing natural sand with waste clay bricks and waste glass separately and respectively. Mix R6 was included 20% replacing sand with combination waste materials (10% waste clay bricks with 10% waste glass). Mix R7 has involved the same percent of replacing the previous mix R6 but with adding Polypropylene fibers 1% by volume. The samples have put in an electrical oven for one hour at 200, 400, and 600 ᵒC then cooled to room temperature to be tested and compared with samples at normal temperature 24 ᵒC. Different mechanical tests were adopted involved flow tests, density, weight loss, compressive strength, flexural strength, and water absorption. The results at different temperatures were discussed where many findings were specified. The flexural strength at 400 ᵒC was showed improving by 56% for 20% waste clay brick and 69% with 10% waste glass, as well all combination mixes illustrated higher strength than the control. Doi: 10.28991/cej-2021-03091729 Full Text: PDF


2018 ◽  
Vol 218 ◽  
pp. 346-348 ◽  
Author(s):  
Juan Jimenez-Millan ◽  
Isabel Abad ◽  
Rosario Jimenez-Espinosa ◽  
Africa Yebra-Rodriguez
Keyword(s):  

2009 ◽  
Vol 29 (6) ◽  
pp. 1945-1951 ◽  
Author(s):  
M. Dondi ◽  
G. Guarini ◽  
M. Raimondo ◽  
C. Zanelli
Keyword(s):  

2021 ◽  
Vol 15 (1) ◽  
pp. 104-116
Author(s):  
D.O. Folorunso

This study investigated the effect of mahogany wood sawdust (WSD) and waste glass (WG) addition on the properties and cost of producing fired clay bricks for construction of houses. Materials used were clay, WSD and WG. Brick samples were produced in batches and labeled as samples A (with no additives), B, C, D, E, F, G and H. Each sample of B, C, D, E, F, G and H contained 5% fixed amount of WSD, and 10, 15, 20, 25, 30, 35 and 40% of WG respectively. Brick samples produced were tested for apparent porosity, bulk density, compressive and flexural strengths, thermal conductivity and wear. Results obtained showed that as waste glass content increased in the samples, bulk density and compressive strength increased due to enhancement of densification and compaction within the samples. Thermal conductivity also increased as waste glass increased due to reduction in porosity and reduced inter-particle distance. The value of flexural strength increased with WG content but at 35% and 40%, the value reduced. This is as a result of an increase in brittleness as waste glass content increased which increased stress concentration in the samples, hence leading to a reduction in flexural strength. Also, it was observed that the increase in the content of the waste glass led to a reduction in the value of apparent porosity and wear depth due to improved cohesion between particles in the bricks. Comparing results obtained with existing standards and considering the cost of production, 5% WSD and 25% WG addition, with apparent porosity of 26.3%, compressive strength of 17.5 MPa, thermal conductivity of 0.32 W/mk and wear depth of 1.72 mm is recommended for construction purposes.


Buildings ◽  
2021 ◽  
Vol 11 (10) ◽  
pp. 483
Author(s):  
Yuecheng Xin ◽  
Halenur Kurmus ◽  
Abbas Mohajerani ◽  
Yasmin Dallol ◽  
Yunsha Lao ◽  
...  

Waste glass is a readily available domestic material. Each year, around 257,000 tonnes of glass waste are produced in Victoria, and the majority is glass packings. Typically, mixed waste glass cullet is deposited in landfills due to the limited recycling techniques. As a result, landfills are facing a growing issue. Therefore, this study investigates the addition of waste beer bottle glass (BG) in fired clay bricks and examines the effects of varying firing temperatures on the physical and mechanical properties of the manufactured samples. Clay bricks containing 10% BG at a firing temperature of 950 °C depicted similar compressive strength results (41 MPa) to the control samples (42 MPa). The results of all tested bricks were found to be below the water absorption limit of 17%. The thermal conductivity of the bricks incorporating BG was investigated, and it was found that the thermal performance improved with the decreasing firing temperature. Moreover, an initial rate of absorption (IRA), XRD, and XRF analysis was conducted. The experimental results have been discussed and compared with the recommended acceptable properties for standard bricks.


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