İnceleme Makalesi
BibTex RIS Kaynak Göster
Yıl 2024, Cilt: 6 Sayı: 2, 213 - 219, 31.08.2024

Öz

Kaynakça

  • Ahmadi, S., Ghasemzadeh, H., Changizi, F., 2021. Effects of thermal cycles on microstructural and functional properties of nano treated clayey soil. Engineering Geology 280, (2021) 105929. https://doi.org/10.1016/j.enggeo.2020.105929.
  • Akbulut, S., Arasan, S., Kalkan, E., 2007. Modification of clayey soils using scrap tire rubber and synthetic fibers. Applied Clay Science 38 (1-2), 23-32. https://doi.org/10.1016/j.clay.2007.02.001.
  • Al-Neami, M., Alsoudany, K.Y.H., Dawod, A.A., Elaf, A., Ehsan, E.A., 2016. Remediation of cohesive soils using waste glass. Conference of the International Journal of Arts & Sciences, CD-ROM. ISSN: 1943-6114, 09 (01), 125-138.
  • Arabani, M., Sharafi, H., Habibi, M.R., Haghshenas, E., 2012. Laboratory Evaluation of Cement Stabilized Crushed Glass–Sand Blends. EJGE 17, 1777-1792.
  • Asaga, K., Kuga, H., Sakamoto, M., 2006. Effect of waste bottle glass powders on the hydration, strength development and pore structure of portland cement pastes. Proceedings of the 6th International Symposium on Cement & Concrete and CANMET/ACI International Symposium on Concrete Technology for Sustainable Development, Vols 1 and 2, Pages: 392-397.
  • ASTM D 2166, 2006. Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. American Society for Testing and Materials. West Conshohocken, Pennsylvania, USA.
  • ASTM D 698-78, 2012. Fundamental Principles of Soil Compaction”. American Society for Testing and Materials. West Conshohocken, Pennsylvania, USA.
  • ASTM D560/D560M, 2016. Standard Test Methods for Freezing and Thawing Compacted Soil-Cement Mixtures. ASTM International, West Conshohocken, PA.
  • Bagriacik, B., 2017. Experimental Study about Soil Improvement with Glass Fibers. International Journal of Engineering Research 6 (8), 392-396. https://doi.org/10.5958/2319-6890.2017.00045.9.
  • Bell, F.G., 1996. Lime stabilization of clay minerals and soils. Engineering Geology 42, 223-237. https://doi.org/10.1016/0013-7952(96)00028-2.
  • Benny, J.R., Jolly, K.J., Sebastian, J.M., Thomas, M., 2017. Effect of Glass Powder on Engineering Properties of Clayey Soil. International Journal of Engineering Research & Technology 6 (5), 228-231.
  • Bilondi, M.P., Toufigh, M.M., Toufigh, V., 2018a. Experimental investigation of using a recycled glass powder-based geopolymer to improve the mechanical behavior of clay soils. Construction and Building Materials 170, 302-313. https://doi.org/10.1016/j.conbuildmat.2018.03.049.
  • Bilondi, M.P., Toufigh, M.M., Toufigh, V., 2018b. Using calcium carbide residue as an alkaline activator for glass powder-clay geopolymer. Construction and Building Materials 183, 417-428. https://doi.org/10.1016/j.conbuildmat.2018.06.190.
  • Canakci, H., AL-Kaki, A., Celik, F., 2016. Stabilization of Clay with Waste Soda Lime Glass Powder. Procedia Engineering 161, 600-605. https://doi.org/10.1016/j.proeng.2016.08.705.
  • Cruzda, K.A., Hohmann, M., 1997. Freezing effect on strength of clayey soils. Applied Clay Science 12, 165-187. https://doi.org/10.1016/S0169-1317(97)00005-7.
  • Dadanlar, A., 2019. Use of Waste Glass as an Addıtıve Materıal in Stabılızatıon of Swellıng Clays. Master's Thesis (in Turkish), Hacettepe University, Graduate School of Natural and Applied Science, Ankara, Turkey.
  • Deniz, C., 2011. Glass Bottle is Health. http://wowturkey.com/forum/viewtopic.php?t=113368.
  • Fauzi, A., Djauhari, Z., Fauzi, U.J., 2016. Soil Engineering Properties Improvement by Utilization of Cut Waste Plastic and Crushed Waste Glass as Additive. International Journal of Engineering and Technology 8 (1), 15-18. https://doi.org/10.7763/IJET.2016.V8.851.
  • Gillot, J.E., 1968. Clay in Engineering Geology. Elsevier, New York
  • Grubb, D.G.., Gallagher, P.M., Wartman, J., Liu, Y., Carnivale, M., 2006. Laboratory evaluation of crushed glass – dredged material blends, Journal of Geotechnical and Geoenvironmental Engineering 132 (5), 562-576. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:5(562).
  • Hejazi, S.M., Sheikhzadeh, M., Abtahi, S.M., Zadhoush, A., 2012. A simple review of soil reinforcement by using natural and synthetic fibers. Construction and Building Materials 30, 100-116. https://doi.org/10.1016/j.conbuildmat.2011.11.045.
  • Hori, M., Morihiro, H., 1998. Micromechanical analysis on deterioration due to free zing and thawing in porous brittle materials. International Journal of Engineering Science 36 (4), 511-522.
  • Ikara, I.A., Kundiri, A.M. Mohammed, A., 2015. Effects of Waste Glass (WG) on the Strength Characteristics of Cement Stabilized Expansive Soil. American Journal of Engineering Research (AJER) 4 (11), 33-41.
  • Kalkan, E., 2003. The improvement of geotechnical properties of Oltu (Erzurum) clayey deposits for using them as barriers. PhD Thesis (in Turkish), Ataturk University, Graduate School of Natural and Applied Science, Erzurum, Turkey.
  • Kalkan, E., 2006. Utilization of red mud as a stabilization material for preparation of clay liners. Engineering Geology 87 (3-4), 220-229. https://doi.org/10.1016/j.enggeo.2006.07.002.
  • Kalkan, E., 2009a. Influence of silica fume on the desiccation cracks of compacted clayey soils. Applied Clay Science 43, 296-302. https://doi.org/10.1016/j.clay.2008.09.002.
  • Kalkan, E., 2009b. Effects of silica fume on the geotechnical properties of fine-grained soils exposed to freeze and thaw. Cold Regions Science & Technology 58, 130-135. https://doi.org/10.1016/j.coldregions.2009.03.011.
  • Kalkan, E., 2011. Impact of Impact of wetting-drying cycles on swelling behavior of clayey soils modified by silica fume. Applied Clay Science 52 (4), 345-352.
  • Kalkan, E., 2012. Effects of waste material-lime additive mixtures on mechanical properties of granular soils. Bulletin of Engineering Geology and the Environment 71 (1), 99-103. https://doi.org/10.1007/s10064-011-0409-0.
  • Kalkan, E., Akbulut, S., 2004. The positive effects of silica fume on the permeability, swelling pressure and compressive strength of natural clay liners. Engineering Geology 73, 145-156. https://doi.org/10.1016/j.enggeo.2004.01.001.
  • Kalkan, E., Bayraktutan, M., 2008. Geotechnical evaluation of Turkish clay deposits: a case study in Northern Turkey. Environmental Geology 55 (5), 937-950. https://doi.org/10.1007/s00254-007-1044-8.
  • Kalkan, E., Harputlugil, H.F., 2021.The Mechanical Properties of Granular Soils Injected by Silica Fume-Lime Mixtures. International Journal of Science and Engineering Applications 10 (1), 7-10. https://doi.org/10.7753/IJSEA1001.1002.
  • Kalkan, E., Yarbaşı, N., Bilici, Ö., 2019. Strength performance of stabilized clayey soils with quartzite material. International Journal of Earth Sciences Knowledge and Applications 1 (1), 1-5. https://dergipark.org.tr/en/download/article-file/1175425.
  • Kalkan, E., Yarbasi, N., Bilici, O., 2020. The Effects of Quartzite on the Swelling Behaviors of Compacted Clayey Soils. International Journal of Earth Sciences Knowledge and Applications 2 (2) 92-101. https://dergipark.org.tr/en/download/article-file/1234596.
  • Kalkan, E., Yarbaşı, N., Bilici, O., Karimdoust, S., 2022. Effects of quartzite on the freeze–thaw resistance of clayey soil material from Erzurum, NE Turkey. Bullet.in of Engineering Geology and the Environment 81, 191. https://doi.org/10.1007/s10064-022-02691-2.
  • Khmiri, A., Samet, B., Chaabouni, M., 2012. A Cross Mixture Design to Optimise the Formulation of a Ground Waste Glass Blended Cement. Cement and Concrete Composites 28 (1), 680-686. https://doi.org/10.1016/j.conbuildmat.2011.10.032.
  • Kulkarni, V.R., Patil, G.K., 2014. Experimental Study of Stabilization of Black Cotton Soil by Using Slag and Glass Fibers. Journal of Civil Engineering and Environmental Technology 1 (2), 107-112.
  • Mahmutluoglu, B., Bagriacik, B., 2020. Effect of Glass Waste Sludge on the Freezing-Thawing Behavior of Clayey Soils. Çukurova University Journal of the Faculty of Engineering and Architecture 35 (3), 783-795.
  • Malasavage, N.E., Gallagher, P.M., Grubb, D.G., Wartman, J., Carnivale, M., 2007. Modifying A Plastic Clay with Crushed Glass: Implications for Constructed Fills. Soils and Foundations 47 (6), 1017-1027. https://doi.org/10.3208/sandf.47.1017.
  • Maliakal, T., Thiyyakkandi, S., 2013. Influence of Randomly Distributed Coir Fibers on Shear Strength of Clay. Geotechnical and Geological Engineering 31, 425-433. https://doi.org/10.1007/s10706-012-9595-1.
  • Mishra, U., 2017. Enhancement in Subgrade soil strength using Glass Powder as discrete fiber: A Review. International Research Journal of Engineering and Technology 4 (4), 2395-0056.
  • Mitchell, J.K. and Hooper, D.R., 1961. Influence of time between mixing and compaction on properties of lime stabilized expansive clay. High. Res. Board, Bull. 304, Washington, DC, 14-31.
  • Nuruzzaman, D., Hossain, M.A., 2014. Effect of Soda Lime Glass Dust on the Properties of Clayey Soil. Global Journal of Research in Engineering 14 (5), 210-219.
  • Okagbue, C.O., Onyeobi, T.U.S., 1999. Potential of marble dust to stabilize red tropical soils for road construction. Engineering Geology 53, 371-380. https://doi.org/10.1016/S0013-7952(99)00036-8.
  • Okyay, U.S., Dias, D., 2010. Use of lime and cement treated soils as pile supported load transfer platform. Engineering Geology 114, 34-44. https://doi.org/10.1016/j.enggeo.2010.03.008.
  • Ola, S.A., 1978. Geotechnical properties and behavior of some stabilized Nigerian lateritic soils. Quarterly Journal of Engineering Geology 11, 145-160. https://doi.org/10.1144/GSL.QJEG.1978.011.02.
  • Olufowobi, J., Ogundoju, A., Michael, B., Aderınlewo, O., 2014. Clay soil stabilization using powdered glass. Journal of Engineering Science and Technology 9 (5), 541-558.
  • Ozkan, O., 2007. Properties of waste glass and blast furnace slag added mortars. Gazi University. Journal of the Faculty of Engineering and Architecture 22 (1), 87-94.
  • Prabakar, J., Sridhar, R.S., 2002. Effect of random inclusion of sisal fiber on strength behavior of soil. Construction and Building Materials 16, 123-231. https://doi.org/10.1016/S0950-0618(02)00008-9.
  • Parihar, N.S., Garlapati, V.K., Ganguly, R., 2018. Stabilization of Black Cotton Soil Using Waste Glass. Handbook of Environmental Materials Management, pp 1-16.
  • Rogers, C.D., Glendinning, S., 1993. Modification of clay soils using lime, Proceeding of the Seminar held at Loughborough University on Lime Stabilization, 99-114, London: Thomas Telford.
  • Salamatpoor, S., Salamatpoor, S., 2017. Evaluation of adding crushed glass to different combinations of cement-stabilized sand. International Journal of Geo Engineering 8 (8), 1-12. https://doi.org/10.1186/s40703‑017‑0044‑0.
  • Sherwood, P., 1993. Soil stabilization with cement and lime. State of the Art Review. London: Transport Research Laboratory, HMSO.
  • Şengül, T., Vitoşoğlu, Y., 2023. Chemical Stabilization Applications and Materials Used in Soils. In: Onur, M. İ. (ed.), Innovative Research in Geotechnical Engineering. Özgür Publications. https://doi.org/10.58830/ozgur.pub391.c1657.
  • Thompson, M.R., 1968. Lime stabilization of soils for highway purposes. December 1968, Final Summary Rep. Civil Engineering Studies, Highway Series No.25, Illinois Cooperative Highway Research Program, Project IHR-76, pp. 26.
  • Tozsin, G., Oztas, T., Arol, A.I., Kalkan, E., 2015. Changes in the chemical composition of an acidic soil treated with marble quarry and marble cutting wastes. Chemosphere 138, 664-667. https://doi.org/10.1016/j.chemosphere.2015.07.063.
  • Ustunkol, F.N., Turabi, A., 2009. Evaluation of industrial wastes in highway superstructure. BAU Journal of FBE 11 (1), 15-27.
  • Wartman, J., Grubb, D.G., Nasim, A.S.M., 2004a. Select engineering characteristics of crushed glass. Journal of Materials in Civil Engineering 16 (6), 526-539. https://doi.org/10.1061/(ASCE)0899-1561(2004)16:6(526).
  • Wartman, J., Grubb, D.G., Strenk, P., 2004b.Engineering properties of crushed glass-soil blends, Geotechnical Engineering for Transportation Projects, M.K. Yegian and E. Kavazanjian (eds.), ASCE, Vol. 1, GSP 126, 732-739.
  • Viklander, P., 1997. Compaction and thaw deformation of frozen soil, permeability and structural effects due to freezing and thawing. PhD Thesis, Luea University of Technology, Luea, Sweden.
  • Viklander, P., Eigenbrod, D., 2000. Stone movements and permeability changes in till caused by freezing and thawing. Cold Regions Science and Technology 31, 151-162. https://doi.org/10.1016/S0165-232X(00)00009-4.
  • Yarbaşı, N., Kalkan, E., Akbulut, S., 2007. Modification of the geotechnical properties, as influenced by freze-thaw, of granular soils with waste additives. Cold Region Science and Technology 48 (1), 44-54. https://doi.org/10.1016/j.coldregions.2006.09.009.
  • Yarbasi, N., 2019. Performance of granular soils reinforced with obsidian (volcanic glass) additives in different proportions subjected to freeze-thaw. Pamukkale University Journal of Engineering Sciences 25 (6), 764-767.
  • Yarbaşi, N., 2020. Effect of Freezing-Thawing on Clayey Soils Reinforced with Human Hair Fibers. Journal of Natural Fibers 17 (6), 921-931. https://doi.org/10.1080/15440478.2019.1690614.
  • Yarbasi, N., Kalkan, E., 2020a. The Mechanical Performance of Clayey Soils Reinforced with Waste PET Fibers. International Journal of Earth Sciences Knowledge and Applications 2 (1) 19-26. https://dergipark.org.tr/en/download/article-file/1175455.
  • Yarbaşı, N., Kalkan, E., 2020b. Freeze-Thaw Resistance of Fine-Grained Soils Stabilized with Waste Material Mixtures. International Journal of Science and Engineering Applications 10 (1), 1-6.
  • Yarbaşı, N., Kalkan, E., Aktürk, E.A., Kartal, H.O., 2021. Effect of Thermal Properties on Strength in High Plastic Clay Soils Reinforced with Waste Glass Bottle Powder. PACE 2021- Ataturk University, Engineering Faculty, Department of Civil Engineering, Erzurum, 25030, Turkey 20-23 June 2021.
  • Yurtsever (Kara), H.O., 2002. Evaluation of waste glass in floor tile production (Master's Thesis). Accessed from YÖK Thesis database (Thesis No. 119758).

Freeze-Thaw Effect on High Plasticity Clayey Soils Reinforced with Waste Glass Bottle Powder

Yıl 2024, Cilt: 6 Sayı: 2, 213 - 219, 31.08.2024

Öz

In today's world, climatic changes and waste/residual materials caused by technological developments pose an extreme threat to the environmental system. It is widely used in various engineering applications to reduce the negative effects of such materials and bring them into the economy. This subject has started to be used especially in civil engineering, in applications of improving/strengthening basic soil properties. In this study, the freeze-thaw effect on the strength of highly plastic clayey soils reinforced with waste glass bottle powder was investigated. Clayey soils mixed with waste glass bottle powder at 5%, 10%, and 15% were compacted at optimum water content using the Standard Proctor Test. The effect on freeze-thaw behavior of clayey soil samples stabilized using waste glass bottle powder was determined by unconfined compression tests. For these tests, all samples were cured and subjected to freeze-thaw cycles. According to the experimental results, the highest unconfined confined strength was obtained in a 28-day curing in a clayey soil samples stabilized 10% ratio of waste glass bottle powder. Clay soil samples stabilized with 10% waste glass bottle powder were found to have high unconfined confined strength value and it was determined that waste glass bottle powder can be used in the stabilization of clay soils.

Kaynakça

  • Ahmadi, S., Ghasemzadeh, H., Changizi, F., 2021. Effects of thermal cycles on microstructural and functional properties of nano treated clayey soil. Engineering Geology 280, (2021) 105929. https://doi.org/10.1016/j.enggeo.2020.105929.
  • Akbulut, S., Arasan, S., Kalkan, E., 2007. Modification of clayey soils using scrap tire rubber and synthetic fibers. Applied Clay Science 38 (1-2), 23-32. https://doi.org/10.1016/j.clay.2007.02.001.
  • Al-Neami, M., Alsoudany, K.Y.H., Dawod, A.A., Elaf, A., Ehsan, E.A., 2016. Remediation of cohesive soils using waste glass. Conference of the International Journal of Arts & Sciences, CD-ROM. ISSN: 1943-6114, 09 (01), 125-138.
  • Arabani, M., Sharafi, H., Habibi, M.R., Haghshenas, E., 2012. Laboratory Evaluation of Cement Stabilized Crushed Glass–Sand Blends. EJGE 17, 1777-1792.
  • Asaga, K., Kuga, H., Sakamoto, M., 2006. Effect of waste bottle glass powders on the hydration, strength development and pore structure of portland cement pastes. Proceedings of the 6th International Symposium on Cement & Concrete and CANMET/ACI International Symposium on Concrete Technology for Sustainable Development, Vols 1 and 2, Pages: 392-397.
  • ASTM D 2166, 2006. Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. American Society for Testing and Materials. West Conshohocken, Pennsylvania, USA.
  • ASTM D 698-78, 2012. Fundamental Principles of Soil Compaction”. American Society for Testing and Materials. West Conshohocken, Pennsylvania, USA.
  • ASTM D560/D560M, 2016. Standard Test Methods for Freezing and Thawing Compacted Soil-Cement Mixtures. ASTM International, West Conshohocken, PA.
  • Bagriacik, B., 2017. Experimental Study about Soil Improvement with Glass Fibers. International Journal of Engineering Research 6 (8), 392-396. https://doi.org/10.5958/2319-6890.2017.00045.9.
  • Bell, F.G., 1996. Lime stabilization of clay minerals and soils. Engineering Geology 42, 223-237. https://doi.org/10.1016/0013-7952(96)00028-2.
  • Benny, J.R., Jolly, K.J., Sebastian, J.M., Thomas, M., 2017. Effect of Glass Powder on Engineering Properties of Clayey Soil. International Journal of Engineering Research & Technology 6 (5), 228-231.
  • Bilondi, M.P., Toufigh, M.M., Toufigh, V., 2018a. Experimental investigation of using a recycled glass powder-based geopolymer to improve the mechanical behavior of clay soils. Construction and Building Materials 170, 302-313. https://doi.org/10.1016/j.conbuildmat.2018.03.049.
  • Bilondi, M.P., Toufigh, M.M., Toufigh, V., 2018b. Using calcium carbide residue as an alkaline activator for glass powder-clay geopolymer. Construction and Building Materials 183, 417-428. https://doi.org/10.1016/j.conbuildmat.2018.06.190.
  • Canakci, H., AL-Kaki, A., Celik, F., 2016. Stabilization of Clay with Waste Soda Lime Glass Powder. Procedia Engineering 161, 600-605. https://doi.org/10.1016/j.proeng.2016.08.705.
  • Cruzda, K.A., Hohmann, M., 1997. Freezing effect on strength of clayey soils. Applied Clay Science 12, 165-187. https://doi.org/10.1016/S0169-1317(97)00005-7.
  • Dadanlar, A., 2019. Use of Waste Glass as an Addıtıve Materıal in Stabılızatıon of Swellıng Clays. Master's Thesis (in Turkish), Hacettepe University, Graduate School of Natural and Applied Science, Ankara, Turkey.
  • Deniz, C., 2011. Glass Bottle is Health. http://wowturkey.com/forum/viewtopic.php?t=113368.
  • Fauzi, A., Djauhari, Z., Fauzi, U.J., 2016. Soil Engineering Properties Improvement by Utilization of Cut Waste Plastic and Crushed Waste Glass as Additive. International Journal of Engineering and Technology 8 (1), 15-18. https://doi.org/10.7763/IJET.2016.V8.851.
  • Gillot, J.E., 1968. Clay in Engineering Geology. Elsevier, New York
  • Grubb, D.G.., Gallagher, P.M., Wartman, J., Liu, Y., Carnivale, M., 2006. Laboratory evaluation of crushed glass – dredged material blends, Journal of Geotechnical and Geoenvironmental Engineering 132 (5), 562-576. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:5(562).
  • Hejazi, S.M., Sheikhzadeh, M., Abtahi, S.M., Zadhoush, A., 2012. A simple review of soil reinforcement by using natural and synthetic fibers. Construction and Building Materials 30, 100-116. https://doi.org/10.1016/j.conbuildmat.2011.11.045.
  • Hori, M., Morihiro, H., 1998. Micromechanical analysis on deterioration due to free zing and thawing in porous brittle materials. International Journal of Engineering Science 36 (4), 511-522.
  • Ikara, I.A., Kundiri, A.M. Mohammed, A., 2015. Effects of Waste Glass (WG) on the Strength Characteristics of Cement Stabilized Expansive Soil. American Journal of Engineering Research (AJER) 4 (11), 33-41.
  • Kalkan, E., 2003. The improvement of geotechnical properties of Oltu (Erzurum) clayey deposits for using them as barriers. PhD Thesis (in Turkish), Ataturk University, Graduate School of Natural and Applied Science, Erzurum, Turkey.
  • Kalkan, E., 2006. Utilization of red mud as a stabilization material for preparation of clay liners. Engineering Geology 87 (3-4), 220-229. https://doi.org/10.1016/j.enggeo.2006.07.002.
  • Kalkan, E., 2009a. Influence of silica fume on the desiccation cracks of compacted clayey soils. Applied Clay Science 43, 296-302. https://doi.org/10.1016/j.clay.2008.09.002.
  • Kalkan, E., 2009b. Effects of silica fume on the geotechnical properties of fine-grained soils exposed to freeze and thaw. Cold Regions Science & Technology 58, 130-135. https://doi.org/10.1016/j.coldregions.2009.03.011.
  • Kalkan, E., 2011. Impact of Impact of wetting-drying cycles on swelling behavior of clayey soils modified by silica fume. Applied Clay Science 52 (4), 345-352.
  • Kalkan, E., 2012. Effects of waste material-lime additive mixtures on mechanical properties of granular soils. Bulletin of Engineering Geology and the Environment 71 (1), 99-103. https://doi.org/10.1007/s10064-011-0409-0.
  • Kalkan, E., Akbulut, S., 2004. The positive effects of silica fume on the permeability, swelling pressure and compressive strength of natural clay liners. Engineering Geology 73, 145-156. https://doi.org/10.1016/j.enggeo.2004.01.001.
  • Kalkan, E., Bayraktutan, M., 2008. Geotechnical evaluation of Turkish clay deposits: a case study in Northern Turkey. Environmental Geology 55 (5), 937-950. https://doi.org/10.1007/s00254-007-1044-8.
  • Kalkan, E., Harputlugil, H.F., 2021.The Mechanical Properties of Granular Soils Injected by Silica Fume-Lime Mixtures. International Journal of Science and Engineering Applications 10 (1), 7-10. https://doi.org/10.7753/IJSEA1001.1002.
  • Kalkan, E., Yarbaşı, N., Bilici, Ö., 2019. Strength performance of stabilized clayey soils with quartzite material. International Journal of Earth Sciences Knowledge and Applications 1 (1), 1-5. https://dergipark.org.tr/en/download/article-file/1175425.
  • Kalkan, E., Yarbasi, N., Bilici, O., 2020. The Effects of Quartzite on the Swelling Behaviors of Compacted Clayey Soils. International Journal of Earth Sciences Knowledge and Applications 2 (2) 92-101. https://dergipark.org.tr/en/download/article-file/1234596.
  • Kalkan, E., Yarbaşı, N., Bilici, O., Karimdoust, S., 2022. Effects of quartzite on the freeze–thaw resistance of clayey soil material from Erzurum, NE Turkey. Bullet.in of Engineering Geology and the Environment 81, 191. https://doi.org/10.1007/s10064-022-02691-2.
  • Khmiri, A., Samet, B., Chaabouni, M., 2012. A Cross Mixture Design to Optimise the Formulation of a Ground Waste Glass Blended Cement. Cement and Concrete Composites 28 (1), 680-686. https://doi.org/10.1016/j.conbuildmat.2011.10.032.
  • Kulkarni, V.R., Patil, G.K., 2014. Experimental Study of Stabilization of Black Cotton Soil by Using Slag and Glass Fibers. Journal of Civil Engineering and Environmental Technology 1 (2), 107-112.
  • Mahmutluoglu, B., Bagriacik, B., 2020. Effect of Glass Waste Sludge on the Freezing-Thawing Behavior of Clayey Soils. Çukurova University Journal of the Faculty of Engineering and Architecture 35 (3), 783-795.
  • Malasavage, N.E., Gallagher, P.M., Grubb, D.G., Wartman, J., Carnivale, M., 2007. Modifying A Plastic Clay with Crushed Glass: Implications for Constructed Fills. Soils and Foundations 47 (6), 1017-1027. https://doi.org/10.3208/sandf.47.1017.
  • Maliakal, T., Thiyyakkandi, S., 2013. Influence of Randomly Distributed Coir Fibers on Shear Strength of Clay. Geotechnical and Geological Engineering 31, 425-433. https://doi.org/10.1007/s10706-012-9595-1.
  • Mishra, U., 2017. Enhancement in Subgrade soil strength using Glass Powder as discrete fiber: A Review. International Research Journal of Engineering and Technology 4 (4), 2395-0056.
  • Mitchell, J.K. and Hooper, D.R., 1961. Influence of time between mixing and compaction on properties of lime stabilized expansive clay. High. Res. Board, Bull. 304, Washington, DC, 14-31.
  • Nuruzzaman, D., Hossain, M.A., 2014. Effect of Soda Lime Glass Dust on the Properties of Clayey Soil. Global Journal of Research in Engineering 14 (5), 210-219.
  • Okagbue, C.O., Onyeobi, T.U.S., 1999. Potential of marble dust to stabilize red tropical soils for road construction. Engineering Geology 53, 371-380. https://doi.org/10.1016/S0013-7952(99)00036-8.
  • Okyay, U.S., Dias, D., 2010. Use of lime and cement treated soils as pile supported load transfer platform. Engineering Geology 114, 34-44. https://doi.org/10.1016/j.enggeo.2010.03.008.
  • Ola, S.A., 1978. Geotechnical properties and behavior of some stabilized Nigerian lateritic soils. Quarterly Journal of Engineering Geology 11, 145-160. https://doi.org/10.1144/GSL.QJEG.1978.011.02.
  • Olufowobi, J., Ogundoju, A., Michael, B., Aderınlewo, O., 2014. Clay soil stabilization using powdered glass. Journal of Engineering Science and Technology 9 (5), 541-558.
  • Ozkan, O., 2007. Properties of waste glass and blast furnace slag added mortars. Gazi University. Journal of the Faculty of Engineering and Architecture 22 (1), 87-94.
  • Prabakar, J., Sridhar, R.S., 2002. Effect of random inclusion of sisal fiber on strength behavior of soil. Construction and Building Materials 16, 123-231. https://doi.org/10.1016/S0950-0618(02)00008-9.
  • Parihar, N.S., Garlapati, V.K., Ganguly, R., 2018. Stabilization of Black Cotton Soil Using Waste Glass. Handbook of Environmental Materials Management, pp 1-16.
  • Rogers, C.D., Glendinning, S., 1993. Modification of clay soils using lime, Proceeding of the Seminar held at Loughborough University on Lime Stabilization, 99-114, London: Thomas Telford.
  • Salamatpoor, S., Salamatpoor, S., 2017. Evaluation of adding crushed glass to different combinations of cement-stabilized sand. International Journal of Geo Engineering 8 (8), 1-12. https://doi.org/10.1186/s40703‑017‑0044‑0.
  • Sherwood, P., 1993. Soil stabilization with cement and lime. State of the Art Review. London: Transport Research Laboratory, HMSO.
  • Şengül, T., Vitoşoğlu, Y., 2023. Chemical Stabilization Applications and Materials Used in Soils. In: Onur, M. İ. (ed.), Innovative Research in Geotechnical Engineering. Özgür Publications. https://doi.org/10.58830/ozgur.pub391.c1657.
  • Thompson, M.R., 1968. Lime stabilization of soils for highway purposes. December 1968, Final Summary Rep. Civil Engineering Studies, Highway Series No.25, Illinois Cooperative Highway Research Program, Project IHR-76, pp. 26.
  • Tozsin, G., Oztas, T., Arol, A.I., Kalkan, E., 2015. Changes in the chemical composition of an acidic soil treated with marble quarry and marble cutting wastes. Chemosphere 138, 664-667. https://doi.org/10.1016/j.chemosphere.2015.07.063.
  • Ustunkol, F.N., Turabi, A., 2009. Evaluation of industrial wastes in highway superstructure. BAU Journal of FBE 11 (1), 15-27.
  • Wartman, J., Grubb, D.G., Nasim, A.S.M., 2004a. Select engineering characteristics of crushed glass. Journal of Materials in Civil Engineering 16 (6), 526-539. https://doi.org/10.1061/(ASCE)0899-1561(2004)16:6(526).
  • Wartman, J., Grubb, D.G., Strenk, P., 2004b.Engineering properties of crushed glass-soil blends, Geotechnical Engineering for Transportation Projects, M.K. Yegian and E. Kavazanjian (eds.), ASCE, Vol. 1, GSP 126, 732-739.
  • Viklander, P., 1997. Compaction and thaw deformation of frozen soil, permeability and structural effects due to freezing and thawing. PhD Thesis, Luea University of Technology, Luea, Sweden.
  • Viklander, P., Eigenbrod, D., 2000. Stone movements and permeability changes in till caused by freezing and thawing. Cold Regions Science and Technology 31, 151-162. https://doi.org/10.1016/S0165-232X(00)00009-4.
  • Yarbaşı, N., Kalkan, E., Akbulut, S., 2007. Modification of the geotechnical properties, as influenced by freze-thaw, of granular soils with waste additives. Cold Region Science and Technology 48 (1), 44-54. https://doi.org/10.1016/j.coldregions.2006.09.009.
  • Yarbasi, N., 2019. Performance of granular soils reinforced with obsidian (volcanic glass) additives in different proportions subjected to freeze-thaw. Pamukkale University Journal of Engineering Sciences 25 (6), 764-767.
  • Yarbaşi, N., 2020. Effect of Freezing-Thawing on Clayey Soils Reinforced with Human Hair Fibers. Journal of Natural Fibers 17 (6), 921-931. https://doi.org/10.1080/15440478.2019.1690614.
  • Yarbasi, N., Kalkan, E., 2020a. The Mechanical Performance of Clayey Soils Reinforced with Waste PET Fibers. International Journal of Earth Sciences Knowledge and Applications 2 (1) 19-26. https://dergipark.org.tr/en/download/article-file/1175455.
  • Yarbaşı, N., Kalkan, E., 2020b. Freeze-Thaw Resistance of Fine-Grained Soils Stabilized with Waste Material Mixtures. International Journal of Science and Engineering Applications 10 (1), 1-6.
  • Yarbaşı, N., Kalkan, E., Aktürk, E.A., Kartal, H.O., 2021. Effect of Thermal Properties on Strength in High Plastic Clay Soils Reinforced with Waste Glass Bottle Powder. PACE 2021- Ataturk University, Engineering Faculty, Department of Civil Engineering, Erzurum, 25030, Turkey 20-23 June 2021.
  • Yurtsever (Kara), H.O., 2002. Evaluation of waste glass in floor tile production (Master's Thesis). Accessed from YÖK Thesis database (Thesis No. 119758).
Toplam 68 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Deniz Jeolojisi ve Jeofiziği
Bölüm Research Articles
Yazarlar

Necmi Yarbaşı

Ekrem Kalkan

Elif Ağirman Aktürk

Yayımlanma Tarihi 31 Ağustos 2024
Gönderilme Tarihi 11 Temmuz 2024
Kabul Tarihi 27 Ağustos 2024
Yayımlandığı Sayı Yıl 2024 Cilt: 6 Sayı: 2

Kaynak Göster

AMA Yarbaşı N, Kalkan E, Ağirman Aktürk E. Freeze-Thaw Effect on High Plasticity Clayey Soils Reinforced with Waste Glass Bottle Powder. IJESKA. Ağustos 2024;6(2):213-219.