# data[].attributes.body
The amount of Chemical A was varied at 4 different levels 0%, 2%, 4% and 6% relative to concrete content to assess the optimum amount of concrete for modify the surface of granite. Strength of testing was carried out using Universal tensile tester with the 50 mm/min speed rate and hardness test using B type durometer follows the ISO 7619 standard. It was found that with 2% Chemical A had the greatest influence on concrete strength by 50MPa. It was found that the Chemical A give less significant effect of hardness.

# data[].attributes.headline
The objective of this study is to modify the surface of granite-concrete with different amount of chemical A; 0%, 2%, 4% and 6%. This strength and hardness of concrete was measured by universal tensile tester at speed rate of 50mm/min and hardness B type durometer based on ISO7619. It was found that the 2% chemical A gave the highest concrete strength of 50MPa but less significant effect on hardness detected.

# data[].attributes.subject
The objective of this study is to modify the surface of granite-concrete with different amount of chemical A; 0%, 2%, 4% and 6%. This strength and hardness of concrete was measured by universal tensile tester at speed rate of 50mm/min and hardness B type durometer based on ISO7619. It was found that the 2% chemical A gave the highest concrete strength of 50MPa but less significant effect on hardness detected.

# data[].attributes.headline
In this study, addition of chemical A  at 0%,2%, 4% and 6% modify the surface of granite-concrete   that contribute to tensile strength and hardness were investigated. The strength of concrete are tested by universal tensile test at speed rate of 50mm/min. The hardness of the concrete was tested by B type durometer based on ISO 7619. The results exhibited the advantages of chemical A as additive at  2% produces the highest concrete strength of 50MPa. However, none of the factors showed significant influence on hardness of the concrete.

# data[].attributes.subject
In this study, addition of chemical A  at 0%,2%, 4% and 6% modify the surface of granite-concrete   that contribute to tensile strength and hardness were investigated. The strength of concrete are tested by universal tensile test at speed rate of 50mm/min. The hardness of the concrete was tested by B type durometer based on ISO 7619. The results exhibited the advantages of chemical A as additive at  2% produces the highest concrete strength of 50MPa. However, none of the factors showed significant influence on hardness of the concrete.

# data[].attributes.headline
The objective of this study was to modify the surface of granite with different amount of concrete which were 0%, 25, 45 and 6%. The properties of strength of concrete was measured through universal testing machine at speed rate 50mm/min and hardness using B type durometer using ISO 7619 standard. The result revealed that 2% of chemical A was the highest concrete strength with 50 MPa however the Chemical A was less significant effect on hardness

# data[].attributes.subject
The objective of this study was to modify the surface of granite with different amount of concrete which were 0%, 25, 45 and 6%. The properties of strength of concrete was measured through universal testing machine at speed rate 50mm/min and hardness using B type durometer using ISO 7619 standard. The result revealed that 2% of chemical A was the highest concrete strength with 50 MPa however the Chemical A was less significant effect on hardness

# data[].attributes.headline
The amount of chemical A was varied at different levels 0%, 2%, 4% and 6% to modify the surface of granite for concrete. Strength of concrete was measured through universal tensile tester over the speed rate 50 mm/min was identified by ISO 7619 in hardness –B type durometer.  2% for chemical A produce highest concrete strength 

# data[].attributes.subject
The amount of chemical A was varied at different levels 0%, 2%, 4% and 6% to modify the surface of granite for concrete. Strength of concrete was measured through universal tensile tester over the speed rate 50 mm/min was identified by ISO 7619 in hardness –B type durometer.  2% for chemical A produce highest concrete strength 

# data[].attributes.body
In this study, chemical A was used to modify the surface of granite for concrete at different levels of amount 0%, 2%, 4% and 6%. The strength of the concrete was test by using Universal tensile tester at a speed rate 50 mm/min and hardness test by using B type durometer ISO 7619. The results showed the highest concrete strength which is at 50 MPA at 2 % chemical A. However, it was found that chemical A showed less significant effect on hardness.

# data[].attributes.headline
The main objective of the current work is to investigate the modification of the granite surface using 0%, 2%, 4% and 6% of chemical A.

# data[].attributes.subject
The main objective of the current work is to investigate the modification of the granite surface using 0%, 2%, 4% and 6% of chemical A.

# data[].attributes.body
The strength of concrete was carried out using Universal Tensile tester with 50mm/min speed rate, as well as hardness B -type durometer with ISO 7619 standard. It was found that the 2% of chemical A had the highest concrete strength with the value of 50Mpa. However, chemical A show less significant effect on the hardness.

# data[].attributes.headline
The amount of Chemical A was varied at 4 different amounts 0%,2%,4% and 6% relative to modify the surface of granite to fulfill ISO 7619 standard.

# data[].attributes.subject
The amount of Chemical A was varied at 4 different amounts 0%,2%,4% and 6% relative to modify the surface of granite to fulfill ISO 7619 standard.

# data[].attributes.headline
The aim of this research is modification of the surface of granite to make new concrete called chemical A. The weight of each amount is varies by 0% , 2%, 4% and 6%.  The strength of concrete is testing by Universal tensile tester with speed rate are 50 mm per min and the hardness are B type durometer satisfy the ISO 7619. The result indicate 2% chemical A shows highest concrete strength by 50MPa with less significant effect on hardness. 

# data[].attributes.subject
The aim of this research is modification of the surface of granite to make new concrete called chemical A. The weight of each amount is varies by 0% , 2%, 4% and 6%.  The strength of concrete is testing by Universal tensile tester with speed rate are 50 mm per min and the hardness are B type durometer satisfy the ISO 7619. The result indicate 2% chemical A shows highest concrete strength by 50MPa with less significant effect on hardness. 

# data[].attributes.headline
In this study, individual component in Chemical A in modification the surface of granite that contribute with concrete were investigated. The Strength of concrete was measured through Universal tensile tester over the range of 50 mm/min speed rate. Indeed, the 2% chemical A was able to be used to derive

# data[].attributes.subject
In this study, individual component in Chemical A in modification the surface of granite that contribute with concrete were investigated. The Strength of concrete was measured through Universal tensile tester over the range of 50 mm/min speed rate. Indeed, the 2% chemical A was able to be used to derive

# data[].attributes.headline
The amount of Chemical A was varied at 4 different amounts 0%,2%,4% and 6% relative to modify the surface of granite.

# data[].attributes.subject
The amount of Chemical A was varied at 4 different amounts 0%,2%,4% and 6% relative to modify the surface of granite.

# data[].attributes.body
Strength of of concrete  measurement was carried out according to ISO 7619 standard, using Universal tensile tester at speed rate 50mm/min and Hardess-B type durometer.
The results show 2% Chemical A give highest concrete strength at 50MPa with less significant effect on the hardness

# data[].attributes.headline
The main objective of this work was to investigate the chemical A to modify the surface of granite  0%, 2%, 4%, and 6% using concrete . 

# data[].attributes.subject
The main objective of this work was to investigate the chemical A to modify the surface of granite  0%, 2%, 4%, and 6% using concrete . 

# data[].attributes.body
Strength of concrete measurement was carried out using Universal tensile tester at speed rate at 50 mm/min and hardness was carried using B type durometer with ISO7619.

# data[].attributes.body
CHemical A has been used to modified the surface of granite contain in the concrete. the percentage used is 0%,2%,4% and 6%. the strength of concrete are determine by universal tensile tester with 50mm/min speed rate. it was found that 2% chemical A has the highest conrete strenght. however chemical A with 2% has less significant effect on hardness.

# data[].attributes.headline
The research aims to modify the surface of granite-concrete by Checimal A by amount of 0%, 2%, 4%, and 6%. Strength of concrete was produced by Universal tensile tester-Speed rate = 50 mm/min and hardness by B type durometer, ISO 7619. It was found that the 2% chemical A has the highest concrete strength by 50MPa. However, chemical A has less significant effect on hardness of the surface of granite-concrete.

# data[].attributes.subject
The research aims to modify the surface of granite-concrete by Checimal A by amount of 0%, 2%, 4%, and 6%. Strength of concrete was produced by Universal tensile tester-Speed rate = 50 mm/min and hardness by B type durometer, ISO 7619. It was found that the 2% chemical A has the highest concrete strength by 50MPa. However, chemical A has less significant effect on hardness of the surface of granite-concrete.

# data[].attributes.headline
In this wok, chemical A were investigate and modify...

# data[].attributes.subject
In this wok, chemical A were investigate and modify...

# data[].attributes.body
The amount of chemical A was varied at different levels 1%, 2%, 4% and 6% relative to chemical A content to assess the optimum amount of chemical A for modification.
Chemical A was measured through Universal tensile tester over a range of 50mm/min speed rate.

# data[].attributes.headline
Chemical A is used to modify the surface of granite to produce composite concrete by using Universal Tensile tester with a speed rate at 50mm/min. The hardness of B type durometer has the ISO 7619 verifications. The research resulted the increasing of 2% strength at 50MPa as compared to Chemical A which less significant effect on hardness.

# data[].attributes.subject
Chemical A is used to modify the surface of granite to produce composite concrete by using Universal Tensile tester with a speed rate at 50mm/min. The hardness of B type durometer has the ISO 7619 verifications. The research resulted the increasing of 2% strength at 50MPa as compared to Chemical A which less significant effect on hardness.

# data[].attributes.body
In this work, the modification on the surface granite in concrete were investigated using chemical A over a range of 0 to 6% of granite. The strength of concrete was determined by using Universal tensile tester at speed rate of 50mm/ min.  The hardness measurement was also carried out using B type durometer base on the standard of ISO 7619. it was found that ..

# data[].attributes.body
the amount of chemical A was varied at different levels 0% , 2%, 4% and 6%. the strength of concrete was determine by Universal tensile test at speed rate 50mm/min and hardness testing using B type durometer based on ISO 7619. it found that the 2% chemical A had the greatest influence on concrete with highest strength 50mpa. however, chemical A was less significant effect on hardness.