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İ. ZORLUER et al./ ISEM2016 Alanya – Turkey specimen with 10BR-20FA. According to1-day cure and 7-day cure, optimum mixing ratio is 10BR-20FA because of higher strength values. Despite of the highest strength in the specimen with15BR-30FA after 28- day cure. Table 4. Unconfined compression test results (kN/m 2 ) 1 Day 7 Day 28 Day SG 144,5 307,8 410,6 5BR-10FA 356,6 481,0 607,1 10BR-20FA 497,2 672,0 748,0 15BR-30FA 434,6 593,5 1438,0 Unconf. Compressive Strength ( kPa ) 1600 1400 1200 1000 800 600 400 200 0 SG 5BR-10FA 10BR-20FA 15BR-30FA 1 Day 7 Day 28 Day Figure 1. Unconfined compressive strength – cure time Unconf. Compressive Strength ( kPa ) 1600 1400 1200 1000 800 600 400 200 0 1 Day 7 Day 28 Day SG 5BR-10FA 10BR-20FA 15BR-30FA Figure 2. Unconfined compressive strength – additive ratio 766
İ. ZORLUER et al./ ISEM2016 Alanya – Turkey Mostly these increases can be caused by fly ash, because there are a lot studies about fly ash in soil stabilization. And it is not also well known effect of boron to soil stabilization. But strength results are shown that boron is useable in soil stabilization. Boron waste should be used to reduce wastes in many areas. Otherwise, heavy metals in the boron wastes are serious problem for ground water and soils [1]. When waste boron and fly ash are used together, fly ash can help to decrease this problem by absorption properties. The unburned carbon in fly ash plays an important role for adsorption [8]. Heavy metals are absorbed by fly ash, soil and ground water are protected from contaminant. However, it should be made chemical analyses to measure absorption capacity of fly ash. Conclusions Recycling of ındustrial waste is beneficial environmentally and economically. In economic terms, it is cheap, and in environmental terms, it decreases pollution. In this study, it is investigated the beneficial reuse of waste boron and fly ash in soil stabilization. Tests were performed on granular soil mixtures amended with waste boron and fly ash. pH and EC values measured in all mixtures. For unconfined compression tests, specimens were prepared with standard Proctor compaction energy and, than were cured 1, 7 and 28 days. Then, unconfined compressive strength tests were performed after cure time in these specimens. Waste boron and fly ash can be used as an additive material in soil stabilization. 10BR-20FA can be explained as a suitable mixing ratio. It should be made other chemical analyses on waste boron - fly ash mixtures and the impact of these wastes on soil and ground water should be investigated. Acknowledgements This study was supported from Commission of Scientific Research Projects (AKÜ-BAP) with the project, 16.KARIYER.47. References [1] Koyuncu H. Güney Y. Stabilization of borax wastes. First International Conference on Environmental Research and Assessment. Bucharest, Romania, March 23-27, 2003 [2] Arora S, Aydilek AH. Class F Fly-Ash-Amended Soils as Highway Base Materials Journal of Materials in Civil Engineering. 2005, 17, 640 – 649. [3] Cetin B, Aydilek AH, Guney Y. Stabilization of recycled base materials with high carbon fly ash. Resources, Conservation and Recycling, 2010. 54,878 – 54,892. [4] Vishwanathan R. Saylak D. Estakhri E. Stabilization of subgrade soils using fly ash. Ash Utilization Symposium. CAER. Kentucky. 1997. 204-211. [5] Fauzi A, Nazmi WM, Fauzi UJ. Engineering Quality Improvement of Kuantan Clay Subgrade using Recycling and Reused Materials as Stabilizer. In The 3rd International Conference on 767
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