Javascript must be enabled to continue!
The Potential of Tea Waste and Silica Fume as Partial Replacements for Cement in Bricks
View through CrossRef
Bricks are widely used building materials made from sand, cement, and water in standard proportions. However, the increasing demand for construction materials that use sand and ordinary Portland cement is leading to the depletion of natural resources. To address this issue, researchers are exploring alternative materials, such as Tea Waste (TW) and Silica Fume (SF), as partial replacements for cement bricks. This study used a mix proportion of 1:2.5 with a certain percentage of replacement materials and 0.5 of a water/cement ratio. The experimental results indicated that when TW and SF were substituted at 5% and 10%, respectively, the compressive strength of the cement bricks was adequate and met the minimum masonry unit requirements of the British Standard. Additionally, the density of the cement bricks (with TW and SF) was lower than that of solid bricks, and the water absorption met the requirements of the British Standard. However, the cement bricks' effective strength-to-weight ratio (s-w ratio) was lower than 1.0, except for the specimens with 5% TW and 10% SF. The optimum mix proportion was the cement brick with 5% TW and 10% SF as it achieved all the industry requirements.
Sampoerna University - Faculty of Engineering and Technology
Title: The Potential of Tea Waste and Silica Fume as Partial Replacements for Cement in Bricks
Description:
Bricks are widely used building materials made from sand, cement, and water in standard proportions.
However, the increasing demand for construction materials that use sand and ordinary Portland cement is leading to the depletion of natural resources.
To address this issue, researchers are exploring alternative materials, such as Tea Waste (TW) and Silica Fume (SF), as partial replacements for cement bricks.
This study used a mix proportion of 1:2.
5 with a certain percentage of replacement materials and 0.
5 of a water/cement ratio.
The experimental results indicated that when TW and SF were substituted at 5% and 10%, respectively, the compressive strength of the cement bricks was adequate and met the minimum masonry unit requirements of the British Standard.
Additionally, the density of the cement bricks (with TW and SF) was lower than that of solid bricks, and the water absorption met the requirements of the British Standard.
However, the cement bricks' effective strength-to-weight ratio (s-w ratio) was lower than 1.
0, except for the specimens with 5% TW and 10% SF.
The optimum mix proportion was the cement brick with 5% TW and 10% SF as it achieved all the industry requirements.
.
Related Results
The cement-bone bond is weaker than cement-cement bond in cement-in-cement revision arthroplasty. A comparative biomechanical study
The cement-bone bond is weaker than cement-cement bond in cement-in-cement revision arthroplasty. A comparative biomechanical study
This study compares the strength of the native bone-cement bond and the old-new cement bond under cyclic loading, using third generation cementing technique, rasping and contaminat...
Effects of herbal tea (Platostoma palustre) on the Hyperlipidemia in vivo
Effects of herbal tea (Platostoma palustre) on the Hyperlipidemia in vivo
Platostoma palustre jelly is a traditional food. Platostoma palustre has been used as folk medicine and is effective against heat-shock, hypertension and diabetes. Therefore, the a...
Silica Fume, Bond Strength, and the Compressive Strength of Mortar
Silica Fume, Bond Strength, and the Compressive Strength of Mortar
ABSTRACTThe strength and strain-rate sensitivity of cement paste and mortar is studied as a function of water-cementitious material ratio (W/C) and silica fume content. W/C's of 0....
Real-Time Distributed Fiber Optic Sensing for Cement Sheath Integrity Monitoring
Real-Time Distributed Fiber Optic Sensing for Cement Sheath Integrity Monitoring
ABSTRACT:
The integrity of cement sheath is critical to oil and gas effective extraction, in which the cement displacement efficiency and solidify quality are the...
FLY ASH FOUNDATION REINFORCED BY CEMENT–SOIL MIXING PILES
FLY ASH FOUNDATION REINFORCED BY CEMENT–SOIL MIXING PILES
Cement-soil mixing piles have been commonly used to enhance the bearing capacity of fly ash stratum and mitigate the settlement damage to the surrounding environment. However, only...
Combined Impact of PolypropyleneFibers and Silica Fume on M30 Concrete Grade
Combined Impact of PolypropyleneFibers and Silica Fume on M30 Concrete Grade
This research project investigates the combined influence of silica fume and polypropylene fibers on the mechanical properties of M30 grade concrete. Silica fume, known for its abi...
Low Cost Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) with Flash Metakaolin
Low Cost Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) with Flash Metakaolin
Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) presents remarkable mechanical and durability properties. Concretes can be considered as UHPFRC when compressive strength ...
Cement Evaluation - A Risky Business
Cement Evaluation - A Risky Business
Abstract
Cement evaluation is commonly thought of as running a cement bond log (CBL) and attempting to interpret the results to determine if there is isolation in th...

