Javascript must be enabled to continue!
Compressive Strength and Tensile Bond Strength of Rubber Tire Crumb Mortar Mixed with Fly Ash
View through CrossRef
Currently, rubber tire crumbs have been utilized as an additive in the civil engineering field. The addition of rubber tire crumbs to the mortar can result in a decrease in the compressive strength of the mortar so its use is very limited due to its low compressive strength. One of the suggested applications is the use of RTC mortar as a mortar joint in masonry walls, but its effect on the bond strength of the mortar with the brick has not been studied. In the research, apart from the effect of compressive strength, the effect of using fly ash on the tensile bond strength between mortar and clay bricks was also observed. The tests were carried out in the laboratory following the ASTM C 109M-07 standards for compressive strength tests, and ASTM C 952-02 for tensile bond strength. The specimens were in the form of 50x50x50 mm3 cube-mortar and cross-bricks totalling 48 each. Besides that, the influence of the age of testing was also observed, namely at the age of 14, 28, and 56 days. The test results show that the addition of fly ash can increase the compressive strength of rubber tire mortar, but decrease the tensile bond strength between mortar and clay bricks.
Title: Compressive Strength and Tensile Bond Strength of Rubber Tire Crumb Mortar Mixed with Fly Ash
Description:
Currently, rubber tire crumbs have been utilized as an additive in the civil engineering field.
The addition of rubber tire crumbs to the mortar can result in a decrease in the compressive strength of the mortar so its use is very limited due to its low compressive strength.
One of the suggested applications is the use of RTC mortar as a mortar joint in masonry walls, but its effect on the bond strength of the mortar with the brick has not been studied.
In the research, apart from the effect of compressive strength, the effect of using fly ash on the tensile bond strength between mortar and clay bricks was also observed.
The tests were carried out in the laboratory following the ASTM C 109M-07 standards for compressive strength tests, and ASTM C 952-02 for tensile bond strength.
The specimens were in the form of 50x50x50 mm3 cube-mortar and cross-bricks totalling 48 each.
Besides that, the influence of the age of testing was also observed, namely at the age of 14, 28, and 56 days.
The test results show that the addition of fly ash can increase the compressive strength of rubber tire mortar, but decrease the tensile bond strength between mortar and clay bricks.
Related Results
Utilization of Silica Fume and Sodium Hydroxide in Treated Crumb Rubber for Cement Mortar
Utilization of Silica Fume and Sodium Hydroxide in Treated Crumb Rubber for Cement Mortar
Cement mortar offers an excellent replacement for materials such as fine aggregate with tire rubber waste in the form of crumbs. It provides excellent environmental and technical b...
PERANCANGAN ALAT UJI TARIK MORTAR MENGGUNAKAN TENAGA PENGGERAK MOTOR LISTRIK
PERANCANGAN ALAT UJI TARIK MORTAR MENGGUNAKAN TENAGA PENGGERAK MOTOR LISTRIK
ABSTRACTMechanic characteristics of hard mortar are: compressive strength, flexural strength, tensile strength, and adhesion power. In the meantime, at Building Material Laboratory...
Modification of Bitumen with Mechanochemically Devulcanized Crumb Rubber
Modification of Bitumen with Mechanochemically Devulcanized Crumb Rubber
This study investigates the modification of bitumen using mechanochemically devulcanized crumb rubber. The objective of this research is to enhance the performance characteristics ...
Investigating the Effects of Fly Ash on the Microstructure and Properties of Aluminium Composites using Taguchi Method
Investigating the Effects of Fly Ash on the Microstructure and Properties of Aluminium Composites using Taguchi Method
Abstract
This study aims to investigate the effect of fly ash addition on the mechanical and tribological properties of Al 1100 alloy. Fly ash, a waste by-product from auto...
Influence of Particle Size Distribution of High Calcium Fly Ash on HVFA Mortar Properties
Influence of Particle Size Distribution of High Calcium Fly Ash on HVFA Mortar Properties
This study evaluates the effect of particle size distribution (PSD) of high calcium fly ash on high volume fly ash (HVFA) mortar characteristics. Four PSD variations of high calciu...
Strengths of Geo Polymer Concrete by Adding Metakaoline
Strengths of Geo Polymer Concrete by Adding Metakaoline
Based0on the results obtained from this study0,the following Conclusions seems to be valid. The increase0in percentage replacement of Fly Ash with Metakaoline from 0% to 10.00% cau...
EKSPERIMENTAL PEMANFAATAN LIMBAH BANNER (POLYVINIL CHLORIDA) DALAM PEMBUATAN MORTAR BERSERAT (FIBER MORTAR)
EKSPERIMENTAL PEMANFAATAN LIMBAH BANNER (POLYVINIL CHLORIDA) DALAM PEMBUATAN MORTAR BERSERAT (FIBER MORTAR)
ABSTRACTFiber concrete is a composite concrete consisting of ordinary concrete and fiber materials. The purposeof adding fiber is to increase the tensile strength of concrete, so t...
STUDY ON MECHANICAL AND DURABILITY PROPERTIES OF MIXTURES WITH FLY ASH FROM HONGSA POWER PLANT
STUDY ON MECHANICAL AND DURABILITY PROPERTIES OF MIXTURES WITH FLY ASH FROM HONGSA POWER PLANT
The use of fly ash in concrete improves several characteristics of conventional cement-based pastes, mortars, and concrete such as reduces heat of hydration, increases strength in ...

