Civil Engineer Concrete
Resume:
AQEEL UZ ZAMA. H. A.
CIVIL ENGINEER.
Allows me as I
-work
For the success of the .
EDUCATION:
DEGREE / GRADE INSTITUTION SCORE
B.Tech in CIVIL Swami Vivekananda 73.7 %
15-
PRE- Karnataka State Jamia 62 %
PES Public School
(CBSE)
56 %
(2013)
PROJECTS:
THEORY OF CONCRETE – SENIOR PROJECT
DETAILS:
THE TOPICS WE WORKED ON
- Various types of concrete combinations.
- Requirements for good concrete and curing.
- Old and new ratios, improved combinations.
- Eco friendly mixtures.
- Alternate, and pocket friendly types of
concrete.
- Applications of rubber included concrete
- Concept of mix design.
- Experimental Investigations.
- Testes of Materials.
- Measurement of workability.
- Rubber included concrete.
- Martial properties.
-
.
EMAIL:
CONTACT NUMBER:
SKILLS:
SOFTWARE
- AUTO CAAD.
- 3DS MAX
- SKETUHUP
MS OFFICE
- EXCEL
- WORD
- POWER POINT
AWARDS:
- Was awarded for team
- Runner-
-
-
Urdu.
This PDF is created at https://www.pdfonline.com/convert-pdf/ SOME OF THE IDEOLOGY INTRIGUE ME:
RUBBER INCLUDED CONCRETE:
- From the analyses of the result obtained after the testes with the rubber included concrete.
- It is seen that there is a decrease in compressive strength.
- However there is a gradual increase in ductility and toughness associated with them.
- It can be evidenced that 6% rubber replacement proved to be an ideal percentage for re-Placement.
Many advantageous results were found from the testes conducted on rubber included concrete:
- The workability of the concrete mix was increased by 22% for 2% replacement and as high as 33 % for 8%.
- When there is inclusion of rubber aggregates in the concrete, workability increases.
- Compressive strength the concrete decreased for both 7 days and 28 days. As the percentage of replacement of coarse aggregates by rubber aggregates increased, there was decrease in the compressive strength. Up to 4% replacement, the decrease in compressive strength was 15% and thereafter there was drastic reduction in compressive strength.
- The most important property concrete i.e. the ductility were increased to a large extent.
- Enormous increase in ductility up to 6%, and replacement (8%)
- However there was a loss of ductility at the end of 28 days, for replacement (8%), to increase the ductility its ideal up to 6% replacement. I HEREBY DECLARE THAT THE FURNISHED INFORMATION IS TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF
DATE: (AQEEL UZ ZAMA. H. A.)
This PDF is created at https://www.pdfonline.com/convert-pdf/
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