A Study on the Pressure Void Ratio Relationship for Rock Powder Blends with Brick Dust
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A Study on the Pressure Void Ratio Relationship for Rock Powder Blends with Brick Dust

Authors: Aktan Ozsoy, Ali Fırat Cabalar, Eyyub Karakan

Abstract:

Climate change is one of the biggest issues facing communities. Increasing population, growing economies, rapid industrialization are the main factors triggering it. On the other hand, the millions of tons of waste have generated by the period of rapid global growth not only harm to the environment but also lead to the use of valuable lands around the world as landfill sites. Moreover, it is rapidly consuming our resources and this forces the human population and wildlife to share increasingly shrinking space. In this direction, it is vital to reuse waste materials with a sustainability philosophy. This study was carried out to contribute to the combat against climate change, conserve our natural resources and the environment. An oedometer (consolidation) test was performed on two waste materials combined in certain proportions to evaluate their sustainable usage. Crushed brick dust (BD) was mixed with rock powder (RP) in 0%, 5%, 10%, 20%, 30%, 40%, and 50% (dry weight of soil). The results obtained revealed the importance of the gradation of the material used in the consolidation test. It was found that there was a negligible difference between the initial and final void ratio of mixtures with BD added.

Keywords: Waste material, oedometer test, environmental geotechnics, sustainability, crushed brick dust, rock powder.

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References:


[1] Abukhettala, M., Fall, M., ‘‘Geotechnical Characterization of Plastic Waste Materials in Pavement Subgrade Applications’’, Transportation Geotechnics, 27, 100472, 2021.
[2] Arulrajah, A., ‘‘The Importance of Environmental Geotechnics’’, Environmental Geotechnics, 1(4), 197, 2014.
[3] Arulrajah, A., Disfani, M. M., Suthagaran, V., Bo, M. W., ‘‘Laboratory Evaluation of the Geotechnical Characteristics of Wastewater Biosolids in Road Embankments’’, Journal of Materials in Civil Engineering, 25(11), 1682-1691, 2013.
[4] Cabalar, A. F., Akbulut, N., Demir, S., Yildiz, O., ‘‘Use of a Biopolymer for Road Pavement Subgrade’’, Sustainability, 15(10), 8231, 2023.
[5] Cabalar, A. F., Hassan, D. I., Abdulnafaa, M. D., ‘‘Use of Waste Ceramic Tiles for Road Pavement Subgrade’’, Road Materials and Pavement Design, 18(4), 882-896, 2017.
[6] Cabalar, A. F., Zardikawi, O. A. A., Abdulnafaa, M. D., ‘‘Utilisation of Construction and Demolition Materials with Clay for Road Pavement Subgrade’’, Road Materials and Pavement Design, 20(3), 702-714, 2019.
[7] Cao, X., Dai, X., Liu, J., ‘‘Building Energy-Consumption Status Worldwide and the State-Of-The-Art Technologies for Zero-Energy Buildings During the Past Decade’’, Energy and buildings, 128, 198-213, 2016.
[8] Çamurcu, H., ‘‘The Increase of the World Population and the Problems It Causes’’, Balıkesir University Journal of the Institute of Social Sciences, 8(13), 87-105, 2005.
[9] Gobinath, R., Akinwumi, I. I., Afolayan, O. D., Karthikeyan, S., Manojkumar, M., Gowtham, S., Manikandan, A., ‘‘Banana Fibre-Reinforcement of a Soil Stabilized with Sodium Silicate’’, Silicon, 12(2), 357-363, 2020.
[10] Kalan, O., ‘‘The Relationship Between Economic Growth and Road Infrastructure: Evidence from Turkey’’, PhD Thesis. Bogazici University, 2017.
[11] Mohammadinia, A., Arulrajah, A., Sanjayan, J., Disfani, M. M., Bo, M. W., Darmawan, S., ‘‘Laboratory Evaluation of the Use of Cement-Treated Construction and Demolition Materials in Pavement Base and Subbase Applications’’, Journal of Materials in Civil Engineering, 27(6), 04014186, 2015.
[12] Montepara, A., Tebaldi, G., Marradi, A., & Betti, G., ‘‘Effect on Pavement Performance of a Subbase Layer Composed by Natural Aggregate and RAP’’, Procedia-Social and Behavioral Sciences, 53, 980-989, 2012.
[13] Rahman, M. A., Imteaz, M. A., Arulrajah, A., Piratheepan, J., Disfani, M. M. ‘‘Recycled Construction and Demolition Materials in Permeable Pavement Systems: Geotechnical and Hydraulic Characteristics’’, Journal of Cleaner Production, 90, 183-194, 2015.
[14] Saberian, M., Li, J., Nguyen, B., Wang, G., ‘‘Permanent Deformation Behaviour of Pavement Base and Subbase Containing Recycle Concrete Aggregate, Coarse and Fine Crumb Rubber’’, Construction and Building Materials, 178, 51-58, 2018.
[15] Wang, G., Zhang, J., He, R., Liu, C., Ma, T., Bao, Z., Liu, Y., ‘‘Runoff Sensitivity to Climate Change for Hydro-Climatically Different Catchments in China’’, Stochastic Environmental Research and Risk Assessment, 31, 1011-1021, 2017.
[16] Wilmoth, M. J., Menozzi, M. C., Bassarsky, M. L., ‘‘Why Population Growth Matters for Sustainable Development’’, United Nations Department of Economic and Social Affairs, Policy Brief, 130, (2022). Retrieved from: https://www.un.org/development/desa/pd/sites/www.un.org.development.desa.pd/files/undesa_pd_2022_policy_brief_population_growth.pdf, 2022.
[17] Wowrzeczka, B., ‘‘City of Waste—Importance of Scale’’, Sustainability, 13(7), Article Number: 3909, 2021.
[18] Yıldız, Ö., Cabalar, A. F., ‘‘Cyclic Direct Shear Testing of a Sand with Waste Tires’’, Sustainability, 14(24), 16850, 2022.