ENDÜSTRİYEL ATIKSULARIN KİLLERİN MÜHENDİSLİK ÖZELLİKLERİNE ETKİSİ

Year 2024, , 255 - 264, 25.03.2024

Ömür Çimen , Ebru Yalvaç

https://doi.org/10.21923/jesd.1380668

Abstract

Bu çalışmada, Isparta ve civarında bulunan dört farklı endüstriyel atıksuyun iki farklı kil zeminin bazı mühendislik özelliklerine olan etkileri araştırılmıştır. Bu amaçla kıvam limitleri, standart kompaksiyon ve sabit hacimli şişme deneyleri musluk suyu kullanılarak yapılmıştır. Daha sonra aynı deneyler dört farklı endüstriyel atıksu kullanılarak tekrar yapılmıştır. Yapılan deneylere göre killerin kıvam limitlerinin, kompaksiyon parametrelerinin ve şişme basıncı değerinin kullanılan atıksularla değiştiği görülmüştür. Atıksular kullanıldığında her iki zemin türü için de, maksimum kuru birim hacim ağırlığın arttığı, likit limitin, plastik limitin, plastisite indisinin, optimum su muhtevasının ve şişme basıncının azaldığı görülmüştür. Endüstriyel atıksuların özelliklerinin her gün değişiklik göstermesi sebebiyle deney sonuçlarının değerlendirilmesinde daha fazla deney sonucuna ihtiyaç olduğu göz önünde tutulmalıdır.

Keywords

Zemin iyileştirme, Killer, Endüstriyel Atıksular, Kıvam limitleri, Şişme basıncı

Ethical Statement

"Yalvaç, E., 2011. Kilin Mühendislik Özelliklerine Atıksuların Etkisi. Süleyman Demirel Üniversitesi - Fen Bilimleri Enstitüsü Yüksek Lisans Tezi, 54 sayfa, Isparta." isimli Yüksek Lisans tezinden üretilmiş bir çalışmadır. Etik kurallara uygundur.

Supporting Institution

Herhangi bir kurum desteği olmamıştır.

AFFECTION TO ENGINEERING PROPERTIES OF CLAYS AT INDUSTRIAL WASTEWATERS

Abstract

In this study, the effects of four different industrial wastewaters in Isparta and its surroundings on some engineering properties of two different clay soils were investigated. For this purpose, consistency limits, standard compaction and constant volume swelling experiments were carried out using tap water. Later, the same experiments were conducted again using four different industrial wastewater. According to the experiments, it has been observed that the consistency limits, compaction parameters and swelling pressure values of clays vary with the wastewater used. It was observed with the experiments that liquid limit, plastic limit, plasticity indices, optimum water content and maximum dry unit volume weight depends on used wastewater. Since the characteristics of industrial wastewater change every day, it should be taken into consideration that more test results are needed when evaluating the test results.

Keywords

Soil Improvement, Clays, Industrial Wastewater, Consistency Limits, Swelling Pressure

References

• Abdallh, A.H.M., 2018. Tuzlu-Sodyumlu Toprak Islahında Stabilize Arıtma Çamuru ve Arıtılmış Atık Suların Kullanım Etkinliğinin Belirlenmesi, Atatürk Üniversitesi Fen Bilimleri Enstitüsü Yüksek Lisans Tezi, 72 sayfa, Erzurum.
• Akyıldız, M.H., 2011. Katı Atık Düzenli Depolama Alanlarında Taban Geçirimsizliğine Etki Eden Parametrelerin Araştırılması, Sakarya Üniversitesi Fen Bilimleri Enstitüsü Doktora tezi, 180 sayfa, Sakarya.
• Alawaji, H.A., 1999. Swell and Compressibility Characteristics of Sand - Bentonite Mixtures Inundated with Liquids, Appl. Clay Sci. 15, 411-430.
• Alsanad, M.A., 2023. The environmental assessment of soil chemical properties irrigated with treated wastewater under arid ecosystem of Al-Ahsa, Saudi Arabia, Arab Gulf Journal of Scientific Research, 25 July 2023.
• Asaad, A., Hubert, F., Ferrage, F., Dabat, T., Paineau, E., Porion, P., Savoye, S., Gregoire, B., Dazas, B., Delville, A., Tertre, E., 2021. Role of interlayer porosity and particle organization in the diffusion of water in swelling clays, Applied Clay Science, Volume 207, 15 June 2021, 106089.
• ASTM D1140, 2017. Standard Test Methods for Determining the Amount of Material Finer than 75-μm (No. 200) Sieve in Soils by Washing, West Conshohocken, PA, A.B.D.
• ASTM D422, Standard Test Method for Particle- Size Analysis of Soils, West Conshohocken, PA, A.B.D., 2014.
• ASTM D4318, 2010. Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils, ASTM, Pennsylvania.
• ASTM D698, 2007. Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort, ASTM, Pennsylvania.
• ASTM D4546, Standard Test Methods for One-Dimensional Swell or Collapse of Soils, West Conshohocken, PA, A.B.D.
• Andrade Lima, L.R.P., Bernandez, L.A., Santos, M.G., Souza, R.C., 2018. Remediation of Clay Soils Contaminated with Potentially Toxic Elements: The Santo Amaro Lead Smelter, Brazil, Case, Soil and Sediment Contamination: An International Journal Volume 27, Issue 7.
• APHA, AWWA, WEF, 1999. Standart methods For the Examination of Water and Waste Water, 20th Ed. (Clesceri, L.S., Greenberg, A.E., Eaton, A.D. Ed.), Washington DC.
• Arasan, S., 2010. Effect of Chemicals on Geotechnical Properties of Clay Liners: A Review, Research Journal of Applied Sciences, Engineering and Technology, 2(8), 765-775.
• Arasan, S., Yılmaz, G., Akbulut, R.K., Yetimoglu, T., 2007. Engineering Properties of Compacted Clay Liners Contaminated by Salt Solution, Adana, Turkey, 415-425.
• Arasan, S., Yetimoglu, T., 2008. Effect of Inorganic Salt Solutions on the Consistency Limits, Turk. J. Eng. Environ. Sci., 32, 107-115.
• Arasan, S., Yetimoglu, T., 2006. Effect of Leachate Components on the Consistency Limits of Clay Liners, Zemin Mekaniği ve Temel Mühendisliği 11. Ulusal Kongresi, 439-445.
• Baykuş, N., Karpuzcu, M., 2021. İnce Taneli Zeminlerin Kimyasal ve Fiziksel Özelliklerine Atık Suyun Etkilerini, European Journal of Science and Technology No. 31 (Supp. 1), pp. 771-775.
• Bowders, J.J., Daniel, D.E., 1987. Hydraulic Conductivity of Compacted Clay to ilute Organic Chemicals, ASCE J. Geotech. Eng., 113 (12), 1432-1448.
• Chen, W.C., Huang, W.H., 2013. Effect of Groundwater Chemistry on the Swelling Behavior of a Ca- Bentonite for Deep Geological Repository ,Physics and Chemistry of the Earth, 65, 42-49.
• Çay, Ş., Kanber, R., 2021. Atık Su ile Sulanan Mısır Bitkisinde Makro ve Mikro Element ve Ağır Metal Birikimi, Toprak Su Dergisi, Cilt Özel Sayı, 67 – 75.
• Estabragh, A.R., A mini, M., Javadi, A.A., Noguera, C.L., 2022. Remediation of a clay soil contaminated with phenanthrene by using mixture of bentonite and cement, Environmental Progress & Sustainable Energy, 29 November 2022.
• Dixon, D. A., 2000. Porewater Salinity and the Development of Swelling Pressure in Bentonite Based Buffer and Backfill Materials, POSIVA 2000-04, Posiva Oy, Helsinki, Finland.
• Dor, M, Levi-Kalisman, Y, Day-Stirrat, R, Mishael, Y, Emmanuel, S., 2020. Assembly of Clay Mineral Platelets, Tactoids, and Aggregates: Effect of Mineral Structure and Solution Salinity. J Colloid Interface Sci., 566.
• Erken, A., Alp, K., Er, N., Yıldırım, H., Eldem, N.Ö., Kaya, Z., Tasköy, A., 2006. İnce Daneli Zeminlerin Davranışları Üzerinde Çöp Suyunun Etkisi, Zemin Mekaniği ve Temel Mühendisliği 11. Ulusal Kongresi.
• Ghiyas, S.M.R., Bagheripour, M.H., 2020. Stabilization of Oily Contaminated Clay Soils Using New Materials:Micro and Macro Structural Investigation, Geomechanics and Engineering, Volume 20, Number 3, pages 207-220.
• Herbert, H.J., Moog, H. C., 2000. Modeling of Saturation and Swelling Effects in Clays Under Different Saline Conditions, In Eurosafe, Cologne, Germany.
• Izdebska-Mucha, D., Trzcinski , J.,2021. Clay Soil Behaviour Due to Long-Term Contamination by Liquid Petroleum Fuels: Microstructure and Geotechnical Properties, Bulletin of Engineering Geology and the Environment, Volume 80, pages 3193–3206.
• Li, C., Zhou, K., Qin, W., Tian, C., Qi, M., Yan, X., 2019. A Review on Heavy Metals Contamination in Soil: Effects, Sources, and Remediation Techniques, Soil and Sediment Contamination: An International Journal Volume 28, Issue 4.
• Jia, J.C., Yang, Q., 2010. Influence of Pore Water Chemistry on the Swelling Pressure of Compacted Bentonite-Clays, EJGE, 15, Bund. C, 321-326.
• Jiang N, Wang C, Wu Q, Li S., 2020. Influence of Structure and Liquid Limit on The Secondary Compressibility of Soft Soils. Journal of Marine Science and Engineering, 8:627.
• Kalay, E., 2010. Sıkıştırılmış Yüksek Plastisiteli Kil Zemin Stabilizasyonunda Pomza, Mermer Tozu ve Kirecin Kullanılması, Yüksek Lisans Tezi, Süleyman Demirel Üniversitesi Fen Bilimleri Enstitüsü, 54s.,Isparta.
• Karabash, Z., Al-Obaydi, M.A., Awad, M.A., Al-Khashab, M.N.,2023. Geotechnical Properties of Clay Soil Contaminated with Different Types of Oil, Geotech Geol Eng ., 41:2677–2689.
• Kolstad, D.C., Benson, C.H., Edil, T.B., Jo, H.Y., 2004. Hydraulic Conductivity of a Dense Prehydrated GCL Permeated with Aggressive Inorganic Solutions, Geosynth. Int., 11, 3, 233-241.
• Lee, J.M., Shackelford, C.D., Benson, C.H., Jo, H.Y., Edil, T.B., 2005. Correlating Index Properties and Hydraulic Conductivity of Geosynthetic Clay Liners, J. Geotech. Geoenviron. Eng., 131 (11), 1319-1329.
• Maaitah, O., Tarawneh, S.A., 2003. Effect of Treated Waste Water on the Behavior of Unsaturated Soil, Pakistan Journal of Applied Sciences 3, 5, 360-3693.
• Massat, L., Cuisinier, O., Bihannic, I., Claret, F., Pelletier, M., Masrouri, F., Gaboreau, S., 2016. Swelling Pressure Development and Inter-Aggregate Porosity Evolution Upon Hydration of a Compacted Swelling Clay, Applied Clay Science, Volumes 124–125, May 2016, Pages 197-210.
• Mosavat, N., Nalbantoglu, Z., 2013. The Impact of Hazardous Waste Leachate on Performance of Clay Liners, Waste Management & Research,31(2), 194–202.
• Nayak , S., Sunil, B.M., Shrihari, S., Sivapullaiah, P.V., 2010. Interactions Between Soils and Laboratory Simulated Electrolyte Solution, Geotech. Geol. Eng., 28 (6), 899-906.
• Urena, C., Azanon, J.M., Corpas, F., Nieto, F., Leon, C., Perez, L., 2013. Magnesium Hydroxide, Seawater and Olive Mill Wastewater to Reduce Swelling Potential and Plasticity of Bentonite Soil, Construction and Building Materials, 45, 289-297.
• Park, J., Vipulanandan, C., Kim, J.W., Oh, M.H., 2006. Effects of Surfactants and Electrolyte Solutions on the Properties of Soil, Environ. Geol., 49, 977-989.
• Quainoo, A.K., Bavoh, C.B., Duartey, K.O., Alhassan, D., 2022. Clay Swelling Inhibition Mechanism Based on Inhibitor-water Interaction; A COSMO-RS Molecular Simulation Approach, Upstream Oil and Gas Technology, Vol.9, 100080.
• Rao, A.V.N., Chittaranjan, M., 2012. Effect of Certain Industrial Effluents on Plasticity and Swelling Characteristics of an Expansive Soil- a Comparative Study, Int. Journal of Engineering Science and Technology, 10, 4390-4397.
• Savage, D., 2005. The Effects of High Salinity Groundwater on the Performance of Clay Barriers, SKI Report, 54.
• Sdiri, W., AlSalem, H.S., Al-Goul, S., Binkadem, M.S., Mansour, H.B., 2023. Assessing the Effects of Treated Wastewater Irrigation on Soil Physico-Chemical Properties, Sustainability, 15(7), 5793.
• Shirazi, S.M., Wiwat, S., Kazama, H., Kuwano, J., Shaaban, M.G., 2011. Salinity Effect on Swelling Characteristics of Compacted Bentonite, Environment Protection Engineering, 37, 2, 65-74.
• Shoaib, M., Cruz, N., Bobicki, E.R.,2022. Effect of pH-Modifiers on the Rheological Behaviour of Clay Slurries: Difference Between a Swelling and Non-Swelling Clay, Colloids and Surfaces A: Physicochemical and Engineering Aspects, Vol.643, 128699.
• Sistani, S.V.M., Negahdar, H., Bamoharram, F.F., Shakeri, M.R., 2023. Geotechnical properties and microstructure of clay contaminated with urban wastewater and remediated with α-Aluminum oxide/α-Iron oxide nanohybrid, Soil and Sediment Contamination: An International Journal , Volume 32, Issue 7.
• Sridharan, A., El-Shafei,A, Miura, N., 2002. Mechanisms Controlling The Undrained Strength Behavior of Remolded Arieke Marine Clays, Georeso. Geotech., 20, 21-50.
• Suzuki, S., Prayongphan, S., Ichikawa, Y., Chae, B.G., 2005. In Situ Observations of The Swelling of Bentonite Aggregates in Nacl Solution, Appl Clay Sci 29, 89–98.
• Taşköy, A., 2006. Düşük Plastisiteli Zeminlerin Davranışları Üzerinde Çöp Suyunun Etkisi, İstanbul Teknik Üniversitesi Fen Bilimleri Enstitüsü Yüksek Lisans Tezi, 204 sayfa, İstanbul.
• Tarekegn, M.M., Salilih, F.Z., Ishetu, A.I., Yıldız, F., 2020. Microbes used as a tool for bioremediation of heavy metal from the environment, Cogent Food & Agriculture, Volume 6, Issue 1.
• Wang, Q., Cui, Y.J., Tangi A.M., Delage, P., Gatmiri, B., Ye, W.M., 2014. Long-Term Effect of Water Chemistry on the Swelling Pressure of a Bentonite- Based Material, Applied Clay Science, 87, 157-162.
• Yalvaç, E., 2011. Kilin Mühendislik Özelliklerine Atıksuların Etkisi. Süleyman Demirel Üniversitesi - Fen Bilimleri Enstitüsü Yüksek Lisans Tezi, 54 sayfa, Isparta.
• Yılmaz, A., 2016. Bor İçeren Atık Suların Portlant Çimentosu Harcı Üretiminde Kullanılması, Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi, Cilt 18, Sayı 54, 481-490.
• Yilmaz, G., Yetimoglu, T., Arasan, S., 2008. Hydraulic Cunductivity of Compacted Clay Liners Permeated with Inorganic Salt Solutions, Waste Manage. Res., 26, 464-473.
• Yin, C., Zahao, J., Liu, X., Yu, Z., Liu, H., 2022. Effect of Coal Water Slurry Gasification Slag on Soil Water Physical Characteristics and Properties in Saline-Alkali Soil Improvement, Advanced Sensor Technologies in Agricultural, Environmental, and Ecological Engineering 2021, Journal of Sensors.
• Yurtcan, U.E., 2023. Kil Zeminlerin Mekanik Davranışına Tuz Çözeltileri Etkisi, MAUN Mühendislik-Mimarlık Fakültesi Dergisi,4(1),11-22.
• Zhang, H.Y., Cui, S.L., Zhang, M., Jia, L.Y., 2012. Swelling Behaviors of GMZ Bentonite- Sand Mixtures Inundated in NaCl–Na2SO4 Solutions, Nuclear Engineering and Design, 242, 115-123.
• Zhu, C.M., Yewei, M., Chen, Y.G., Chen, B., Cui, Y.J., 2013. Influence of Salt Solutions on The Swelling Pressure and Hydraulic Conductivity of Compacted Gmz01 Bentonite, Engineering Geology, 166, 74-80.
• Zalacain, D.,Bienes, R., Santre-Merlin, A., Martinez-Perez, S., Garcia-Diaz, A., 1019. Influence of reclaimed water irrigation in soil physical properties of urban parks: A case study in Madrid (Spain), Catena, Volume 180, Pages 333-340.