DURABILITY STUDY OF STRUCTURAL ELEMENTS USING FLY ASH AGGREGATES
Journal: BEST : International Journal of Management, Information Technology and Engineering ( BEST : IJMITE ) (Vol.2, No. 1)Publication Date: 2014-01-31
Authors : K. UMA SHANKAR; K. SUGANYA;
Page : 1-6
Keywords : Fly Ash; Cement; NACL; Sulphuric Acid; Fly Ash Aggregate;
- TO A QUESTION ON A RELIABILITY OF CONTROL DURING A CONCRETE MANUFACTURING
- The question of reliability and stability in the context of safety of Economy
- INCREASE OF RELIABILITY AND EFFICIENCY OF WORK OF DOUBLE-PISTON SOLUTION OF CONCRETE PUMPS WITH DISH VALVES FOR ACCOUNT OF EXCEPTION OF OPPOSITE CURRENT OF CONCRETE MIXTURE
- IMPROVEMENT IN THE SOFTWARE RELIABILITY BY USING THE SOFTWARE RELIABILITY CHARACTERISTIC MODEL AND MEASURES OF DEFECT CONTROL
- M.T.T.F. AND RELIABILITY VS TIME FOR A MILK MANUFACTURING AND PROCESSING UNIT USING BFT
Abstract
Now a days one of the major problem in construction industries is insufficient and unavailability of construction materials. On the other side the main environmental problem is the disposal of the fly ash. In the experimental study, an attempt has been made to use the fly ash in concrete and experiments have been conducted for fly ash aggregate concrete with respect to acid resistance test. The main theme of this investigation is fully replaced by coarse aggregates by fly ash aggregates (FAA). The Fly ash aggregates were prepared by the adding of cement with fly ash in six proportions such as 10:90 15:85, 20:80, 25:75, 30:70. The specimen cubes were cast and put in acid for 45 days at the end of 28 days & 56 days curing water. Durability of specimens were assessed by immersing them in 3% of NACL &1% of sulphuric acid solution, periodically monitoring surface deteriorations and loss in weight.
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Last modified: 2014-02-06 18:09:55