Experimental analysis of concrete having partial replacement of fine and coarse aggregate by waste glass with addition of fly ash for alkali silica reaction
| Author(s) | : | Kamran Khan, Fawad Ahmad |
| Institution | : | MS Student Department of Civil Engineering, Iqra National University Peshawar, Pakistan |
| Published In | : | Vol. 7, Issue 7 — July 2020 |
| Page No. | : | 58-65 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Waste glass is a large element of solid waste stream in many countries. Waste glass can be recycled manytimes but when different colored glass get mixed then it is impossible to recycle them, therefore it is sent to landfill. Otheralternatives must be found instead of sending this waste glass to landfill. One alternative is use in concrete. The maingoal is to investigate the possibility to improve the compressive strength over a range of glass percentages. Waste glassis the least expensive of all the concrete constituents and is much less expensive than natural aggregates and sand, thusthe idea is to replace as much of the natural aggregates and sand as possible to save money and to reduce the amount ofdisposable wastes, as well, but care has to be taken in order not to weaken the concrete by adding too much glass.Studies were carried out in two phases. In first phase coarse aggregates are replaced with waste glass aggregates. Inphase two fine aggregates are replaced with waste glass aggregates. The investigation was carried out using workabilitytest, compressive strength test, indirect tensile strength test and water absorption test of concrete made of differentpercentages of waste glass. Total forty four test specimen were casted with increment of waste glass aggregatesreplacement from 10% to 60%. Moreover fly-ash is also added to suppress alkali silica reaction. The workability ofconcrete increases as we increase the waste glass content in both phases. This result is evaluated using slump test onfresh concrete. In phase one when coarse aggregates are replaced then both compressive and tensile strength decreases.This is evaluated by testing the specimens in UTM. In phase two similar methodology is applied and it is evaluated thatboth compressive and tensile strength increases when fine aggregates are replaced. In both phases it is seen thatconcrete becomes more durable with increase in waste glass content which is evaluated by conducting waster absorptiontest on hardened concrete.
Kamran Khan, Fawad Ahmad, “Experimental analysis of concrete having partial replacement of fine and coarse aggregate by waste glass with addition of fly ash for alkali silica reaction”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 7, Issue 7, pp. 58-65, July 2020.








