Javascript must be enabled to continue!
Evaluation of Interlocking Brick
View through CrossRef
Abstract: The main aim of this project is to evaluate mechanical properties of interlocking bricks using coir fiber powder as a substitute of cement and rubber tire waste as a substitute of fine aggregate (sand) with varying percentages of 0%, 1%, 2% & 3% and 0%, 5%, 10% & 15% in concrete and to help in solving environmental problem produced from disposing of waste tires and coir husk partially. Additionally fly ash was also added with varying percentages of 5%, 10% and 15% as a substitute to cement in a concrete mix. Several laboratory tests such as compressive strength test, flexural strength test, split tensile strength test, water absorption test and density of concrete etc., were conducted on hardened concrete specimen to achieve the optimum usage of crumb rubber tire waste and coir fiber powder in mix proportion of concrete. It is found that the maximum compressive strength value of coir fiber based crumb rubber interlocking brick was obtained at 1%CF + 5%FA + 5%CR, flexural strength value and split tensile strength value of coir fiber based crumb rubber concrete block was obtained at 1%CF + 5%FA + 5%CR. From the final conclusion or outcome of the project, optimum usage of coir fiber powder is 3% and crumb rubber is 5%. Keywords: coir fiber powder, crumb rubber tire waste, mechanical properties, interlocking bricks & optimum usage.
International Journal for Research in Applied Science and Engineering Technology (IJRASET)
Title: Evaluation of Interlocking Brick
Description:
Abstract: The main aim of this project is to evaluate mechanical properties of interlocking bricks using coir fiber powder as a substitute of cement and rubber tire waste as a substitute of fine aggregate (sand) with varying percentages of 0%, 1%, 2% & 3% and 0%, 5%, 10% & 15% in concrete and to help in solving environmental problem produced from disposing of waste tires and coir husk partially.
Additionally fly ash was also added with varying percentages of 5%, 10% and 15% as a substitute to cement in a concrete mix.
Several laboratory tests such as compressive strength test, flexural strength test, split tensile strength test, water absorption test and density of concrete etc.
, were conducted on hardened concrete specimen to achieve the optimum usage of crumb rubber tire waste and coir fiber powder in mix proportion of concrete.
It is found that the maximum compressive strength value of coir fiber based crumb rubber interlocking brick was obtained at 1%CF + 5%FA + 5%CR, flexural strength value and split tensile strength value of coir fiber based crumb rubber concrete block was obtained at 1%CF + 5%FA + 5%CR.
From the final conclusion or outcome of the project, optimum usage of coir fiber powder is 3% and crumb rubber is 5%.
Keywords: coir fiber powder, crumb rubber tire waste, mechanical properties, interlocking bricks & optimum usage.
Related Results
Evaluation and Repair of Thin Brick Veneer Facades
Evaluation and Repair of Thin Brick Veneer Facades
Abstract
Thin brick veneer is an exterior cladding system of brick from 3/8 to 3/4 in. thick attached to a substrate, used to imitate standard size brick veneer wall...
Finite Element Analysis of Traditional and New Fixation Techniques of the 3D-Printed Composite Interlocking Nail in Canine Femoral Shaft Fractures
Finite Element Analysis of Traditional and New Fixation Techniques of the 3D-Printed Composite Interlocking Nail in Canine Femoral Shaft Fractures
Since the removal of a metallic interlocking nail system leaves a blank cavity inside a healed bone, bioactive and biodegradation materials have been used instead to induce bone fo...
Investigating the Frost Dilatometry Methodology and Critical Degree of Saturation of Brick Slices Versus Half Brick Samples
Investigating the Frost Dilatometry Methodology and Critical Degree of Saturation of Brick Slices Versus Half Brick Samples
<p>This study investigates the susceptibility of clay brick masonry to freeze‐thaw deterioration using the frost dilatometry methodology. Trends between the critical degree o...
Investigating the Frost Dilatometry Methodology and Critical Degree of Saturation of Brick Slices Versus Half Brick Samples
Investigating the Frost Dilatometry Methodology and Critical Degree of Saturation of Brick Slices Versus Half Brick Samples
<p>This study investigates the susceptibility of clay brick masonry to freeze‐thaw deterioration using the frost dilatometry methodology. Trends between the critical degree o...
Compressive Strength Performance of Composite Sand Cement Brick with Power Saw Wood
Compressive Strength Performance of Composite Sand Cement Brick with Power Saw Wood
Abstract
Malaysia is experiencing an unprecedented growth of its urban centre due to its developing economy and industrialization, causing the demand of bricks produ...
Compressive Behavior of Interlocking Plastic Blocks Structural Elements Having Slenderness
Compressive Behavior of Interlocking Plastic Blocks Structural Elements Having Slenderness
Earthquakes are among of the most harmful and potentially fatal natural disasters. Masonry structures in seismic zones of urban and rural areas around the world pose a threat to hu...
Leaching of Heavy Metals Using TCLP and SPLP Method from Fired Clay Brick Incorporating with Mosaic Sludge
Leaching of Heavy Metals Using TCLP and SPLP Method from Fired Clay Brick Incorporating with Mosaic Sludge
Mosaic sludge is sewerage from mosaic industrial activities such as cutting, polishing and grinding. This sludge mostly will be disposed directly to landfill and some of it was dis...
PKM Pelatihan Persediaan Ekonomis Pada Kelompok Usaha Batu Bata Di Kelurahan Limbung Kecamatan Bajeng Kabupaten Gowa
PKM Pelatihan Persediaan Ekonomis Pada Kelompok Usaha Batu Bata Di Kelurahan Limbung Kecamatan Bajeng Kabupaten Gowa
This Community Service Partner (PKM) is a small micro business of Brick. Knowledge about inventory management in the Brick business is still a fundamental weakness in meeting marke...

