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Year 2024, Volume: 11 Issue: 3, 317 - 326, 17.09.2024

Abstract

References

  • [1] H. Scharff, A. Van Zomeren, and H. A. Van Der Sloot, ‘‘Landfill sustainability and aftercare completion criteria,’’ Waste Management & Research, vol. 29, no. 1, pp. 30–40, 2011.
  • [2] G. Baykal, A. Edinçliler, and A. Saygılı, ‘‘Highway embankment construction using fly ash in cold regions,’’ Resources, Conservation and recycling, vol. 42, no. 3, pp. 209–222, 2004.
  • [3] V. Bruder-Hubscher, F. Lagarde, M. Leroy, C. Coughanowr, and F. Enguehard, ‘‘Utilisation of bottom ash in road construction: a lysimeter study,’’ Waste management & research, vol. 19, no. 6, pp. 557–566, 2001.
  • [4] S. Puma, F. Marchese, A. Dominijanni, and M. Manassero, ‘‘Reuse of mswi bottom ash mixed with natural sodium bentonite as landfill cover material,’’ Waste management & research, vol. 31, no. 6, pp. 577–584, 2013.
  • [5] S. Peddaiah, A. Burman, and S. Sreedeep, ‘‘Experimental study on effect of waste plastic bottle strips in soil improvement,’’ Geotechnical and Geological Engineering, vol. 36, pp. 2907–2920, 2018.
  • [6] S. Naganathan, H. A. Razak, and S. N. A. Hamid, ‘‘Effect of kaolin addition on the performance of controlled low-strength material using industrial waste incineration bottom ash,’’ Waste management & research, vol. 28, no. 9, pp. 848–860, 2010.
  • [7] G. S. Babu and S. K. Chouksey, ‘‘Stress–strain response of plastic waste mixed soil,’’ Waste management, vol. 31, no. 3, pp. 481–488, 2011.
  • [8] M. Kamon and S. Nontananandh, ‘‘Combining industrial wastes with lime for soil stabilization,’’ Journal of geotechnical engineering, vol. 117, no. 1, pp. 1–17, 1991.
  • [9] M. F. Attom and M. M. Al-Sharif, ‘‘Soil stabilization with burned olive waste,’’ Applied clay science, vol. 13, no. 3, pp. 219–230, 1998.
  • [10] O. Igwe and E. J. Adepehin, ‘‘Alternative approach to clay stabilization using granite and dolerite dusts,’’ Geotechnical and Geological Engineering, vol. 35, no. 4, pp. 1657–1664, 2017.
  • [11] E. Cokca and Z. Yilmaz, ‘‘Use of rubber and bentonite added fly ash as a liner material,’’ Waste management, vol. 24, no. 2, pp. 153–164, 2004.
  • [12] R. Forteza, M. Far, C. Seguı, and V. Cerdá, ‘‘Characterization of bottom ash in municipal solid waste incinerators for its use in road base,’’ Waste management, vol. 24, no. 9, pp. 899–909, 2004.
  • [13] M. C. Tonoz, R. Ulusay, and C. Gokceoglu, ‘‘Effects of lime stabilization on engineering properties of expansive ankara clay,’’ Engineering Geology for Infrastructure Planning in Europe: A European Perspective, pp. 466–474, 2004.
  • [14] A. Senol, T. B. Edil, M. S. Bin-Shafique, H. A. Acosta, and C. H. Benson, ‘‘Soft subgrades’ stabilization by using various fly ashes,’’ Resources, Conservation and Recycling, vol. 46, no. 4, pp. 365–376, 2006.
  • [15] B. Phanikumar and M. Uma Shankar, ‘‘Heave studies on fly ash-stabilised expansive clay liners,’’ Geotechnical and Geological Engineering, vol. 35, pp. 111–120, 2017.
  • [16] K. Hossain, M. Lachemi, and S. Easa, ‘‘Stabilized soils for construction applications incorporating natural resources of papua new guinea,’’ Resources, Conservation and Recycling, vol. 51, no. 4, pp. 711–731, 2007.
  • [17] A. Sengupta, S. Mukherjee, and A. Ghosh, ‘‘Improvement of bearing ratio of clayey subgrade using compacted flyash layer,’’ Geotechnical and Geological Engineering, vol. 35, pp. 1885–1894, 2017.
  • [18] V. Dubois, N. E. Abriak, R. Zentar, and G. Ballivy, ‘‘The use of marine sediments as a pavement base material,’’ Waste management, vol. 29, no. 2, pp. 774–782, 2009.
  • [19] R. Brooks, F. F. Udoeyo, and K. V. Takkalapelli, ‘‘Geotechnical properties of problem soils stabilized with fly ash and limestone dust in philadelphia,’’ Journal of Materials in Civil Engineering, vol. 23, no. 5, pp. 711–716, 2011.
  • [20] M. Al-Mukhtar, A. Lasledj, and J. Alcover, ‘‘Lime consumption of different clayey soils,’’ Applied Clay Science, vol. 95, pp. 133–145, 2014.
  • [21] I. Zorluer and S. Gucek, ‘‘The effects of marble dust and fly ash on clay soil,’’ Science and Engineering of Composite Materials, vol. 21, no. 1, pp. 59–67, 2014.
  • [22] Y. Guney, B. Cetin, A. H. Aydilek, B. F. Tanyu, and S. Koparal, ‘‘Utilization of sepiolite materials as a bottom liner material in solid waste landfills,’’ Waste Management, vol. 34, no. 1, pp. 112–124, 2014.
  • [23] A. Modarres and Y. M. Nosoudy, ‘‘Clay stabilization using coal waste and lime—technical and environmental impacts,’’ Applied clay science, vol. 116, pp. 281–288, 2015.
  • [24] P. Jamsawang, B. Adulyamet, P. Voottipruex, P. Jongpradist, S. Likitlersuang, and K. Tantayopin, ‘‘The free swell potential of expansive clays stabilized with the shallow bottom ash mixing method,’’ Engineering Geology, vol. 315, p. 107027, 2023.
  • [25] O. Cimen, ‘‘Versatile investigation of improvement of geotechnical properties of soils,’’ M.S. thesis, Suleyman Demirel University, Graduate School of Applied and Natural Sciences, Isparta, Türkiye, 1996.
  • [26] Ö. Çimen, M. Saltan, and S. N. Keskin, ‘‘Stabilization of clayey subgrade with waste pumice for road infrastructure,’’ Science and Engineering of Composite Materials, vol. 22, no. 5, pp. 583–590, 2015.
  • [27] E. Kalay, ‘‘Using pumice, marble dust and lime for stabilization of compacted high plasticity clay. süleyman demirel university graduate school of applied and natural sciences department of civil engineering,’’ Ph.D. dissertation, Master Thesis, 2010.
  • [28] Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (ASTM D 4318-05). Philadelphia: American Society for Testing and Materials, 2005.
  • [29] Standard Test Methods for Laboratory Compaction Characteristics of Soil using Standard Effort (ASTM D 698-00). Philadelphia: American Society for Testing and Materials, 2000.
  • [30] Standard Test Methods for Unconfined Compressive Strength of Cohesive Soil (ASTM D 2166-00). Philadelphia: American Society for Testing and Materials, 2002.
  • [31] Standard Test Methods for One-Dimensional Swell (ASTM D 4546-Method A). Philadelphia: American Society for Testing and Materials, 2000.
  • [32] Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils (ASTM D 4767-95). Philadelphia: American Society for Testing and Materials, 2003.
  • [33] Standard Test Method for CBR (California Bearing Ratio) of Laboratory-Compacted Soils (ASTM D 1883-07e2). Philadelphia: American Society for Testing and Materials, 2007.
  • [34] J. E. Gillott, Clay in engineering geology. Elsevier, 2012.
  • [35] T. M. Petry and E. A. Berger, ‘‘Impact of moisture content on strength gain in lime-treated soils,’’ Tech. Rep., 2006.
  • [36] T. Shibi and Y. Ohtsuka, ‘‘Influence of applying overburden stress during curing on the unconfined compressive strength of cement-stabilized clay,’’ Soils and Foundations, vol. 61, no. 4, pp. 1123–1131, 2021.
  • [37] A. Petcherdchoo, S. Pochalard, and K. Piriyakul, ‘‘Use of bender element tests for determining shear modulus of fly-ash and cement admixed bangkok clay with considering unconfined compressive strength,’’ Case Studies in Construction Materials, vol. 18, p. e02040, 2023.
  • [38] N. C. Consoli, A. D. Rosa, and R. B. Saldanha, ‘‘Variables governing strength of compacted soil–fly ash–lime mixtures,’’ Journal of Materials in Civil Engineering, vol. 23, no. 4, pp. 432–440, 2011.
  • [39] N. Ural, Ü. Kut, and N. Gülsevinç, ‘‘Atık pvc ile zemin iyileştirme,’’ El-Cezeri, vol. 7, no. 3, pp. 1471–1481, 2020.
  • [40] F. Yılmaz and V. Duman, ‘‘Zemin stabilizasyonunda midyat taşı atıklarının kullanılabilirliği,’’ El-Cezeri, vol. 7, no. 2, pp. 848–857, 2020.

Experimental Study to Clay Stabilization Using Waste Pumice, Waste Marble Dust and Lime

Year 2024, Volume: 11 Issue: 3, 317 - 326, 17.09.2024

Abstract

In this study; pumice, marble dust and lime were mixed with high plasticity clay in order to investigate their effects on the engineering properties of clay. Atterberg’s limits, standard compaction, unconfined pressure test, swelling experiments were performed by adding pumice, marble dust and lime to clay in pre-defined ratios. After determining the optimum dosages for each additive, samples prepared at maximum dry density and optimum water contents were cured during 7, 28 and 90 days. Unconfined pressure tests, triaxial pressure tests and CBR tests were performed on those samples. SEM, X-Ray and chemical analysis were also performed. It was observed that the additives used improved the engineering properties of high plasticity clay.

References

  • [1] H. Scharff, A. Van Zomeren, and H. A. Van Der Sloot, ‘‘Landfill sustainability and aftercare completion criteria,’’ Waste Management & Research, vol. 29, no. 1, pp. 30–40, 2011.
  • [2] G. Baykal, A. Edinçliler, and A. Saygılı, ‘‘Highway embankment construction using fly ash in cold regions,’’ Resources, Conservation and recycling, vol. 42, no. 3, pp. 209–222, 2004.
  • [3] V. Bruder-Hubscher, F. Lagarde, M. Leroy, C. Coughanowr, and F. Enguehard, ‘‘Utilisation of bottom ash in road construction: a lysimeter study,’’ Waste management & research, vol. 19, no. 6, pp. 557–566, 2001.
  • [4] S. Puma, F. Marchese, A. Dominijanni, and M. Manassero, ‘‘Reuse of mswi bottom ash mixed with natural sodium bentonite as landfill cover material,’’ Waste management & research, vol. 31, no. 6, pp. 577–584, 2013.
  • [5] S. Peddaiah, A. Burman, and S. Sreedeep, ‘‘Experimental study on effect of waste plastic bottle strips in soil improvement,’’ Geotechnical and Geological Engineering, vol. 36, pp. 2907–2920, 2018.
  • [6] S. Naganathan, H. A. Razak, and S. N. A. Hamid, ‘‘Effect of kaolin addition on the performance of controlled low-strength material using industrial waste incineration bottom ash,’’ Waste management & research, vol. 28, no. 9, pp. 848–860, 2010.
  • [7] G. S. Babu and S. K. Chouksey, ‘‘Stress–strain response of plastic waste mixed soil,’’ Waste management, vol. 31, no. 3, pp. 481–488, 2011.
  • [8] M. Kamon and S. Nontananandh, ‘‘Combining industrial wastes with lime for soil stabilization,’’ Journal of geotechnical engineering, vol. 117, no. 1, pp. 1–17, 1991.
  • [9] M. F. Attom and M. M. Al-Sharif, ‘‘Soil stabilization with burned olive waste,’’ Applied clay science, vol. 13, no. 3, pp. 219–230, 1998.
  • [10] O. Igwe and E. J. Adepehin, ‘‘Alternative approach to clay stabilization using granite and dolerite dusts,’’ Geotechnical and Geological Engineering, vol. 35, no. 4, pp. 1657–1664, 2017.
  • [11] E. Cokca and Z. Yilmaz, ‘‘Use of rubber and bentonite added fly ash as a liner material,’’ Waste management, vol. 24, no. 2, pp. 153–164, 2004.
  • [12] R. Forteza, M. Far, C. Seguı, and V. Cerdá, ‘‘Characterization of bottom ash in municipal solid waste incinerators for its use in road base,’’ Waste management, vol. 24, no. 9, pp. 899–909, 2004.
  • [13] M. C. Tonoz, R. Ulusay, and C. Gokceoglu, ‘‘Effects of lime stabilization on engineering properties of expansive ankara clay,’’ Engineering Geology for Infrastructure Planning in Europe: A European Perspective, pp. 466–474, 2004.
  • [14] A. Senol, T. B. Edil, M. S. Bin-Shafique, H. A. Acosta, and C. H. Benson, ‘‘Soft subgrades’ stabilization by using various fly ashes,’’ Resources, Conservation and Recycling, vol. 46, no. 4, pp. 365–376, 2006.
  • [15] B. Phanikumar and M. Uma Shankar, ‘‘Heave studies on fly ash-stabilised expansive clay liners,’’ Geotechnical and Geological Engineering, vol. 35, pp. 111–120, 2017.
  • [16] K. Hossain, M. Lachemi, and S. Easa, ‘‘Stabilized soils for construction applications incorporating natural resources of papua new guinea,’’ Resources, Conservation and Recycling, vol. 51, no. 4, pp. 711–731, 2007.
  • [17] A. Sengupta, S. Mukherjee, and A. Ghosh, ‘‘Improvement of bearing ratio of clayey subgrade using compacted flyash layer,’’ Geotechnical and Geological Engineering, vol. 35, pp. 1885–1894, 2017.
  • [18] V. Dubois, N. E. Abriak, R. Zentar, and G. Ballivy, ‘‘The use of marine sediments as a pavement base material,’’ Waste management, vol. 29, no. 2, pp. 774–782, 2009.
  • [19] R. Brooks, F. F. Udoeyo, and K. V. Takkalapelli, ‘‘Geotechnical properties of problem soils stabilized with fly ash and limestone dust in philadelphia,’’ Journal of Materials in Civil Engineering, vol. 23, no. 5, pp. 711–716, 2011.
  • [20] M. Al-Mukhtar, A. Lasledj, and J. Alcover, ‘‘Lime consumption of different clayey soils,’’ Applied Clay Science, vol. 95, pp. 133–145, 2014.
  • [21] I. Zorluer and S. Gucek, ‘‘The effects of marble dust and fly ash on clay soil,’’ Science and Engineering of Composite Materials, vol. 21, no. 1, pp. 59–67, 2014.
  • [22] Y. Guney, B. Cetin, A. H. Aydilek, B. F. Tanyu, and S. Koparal, ‘‘Utilization of sepiolite materials as a bottom liner material in solid waste landfills,’’ Waste Management, vol. 34, no. 1, pp. 112–124, 2014.
  • [23] A. Modarres and Y. M. Nosoudy, ‘‘Clay stabilization using coal waste and lime—technical and environmental impacts,’’ Applied clay science, vol. 116, pp. 281–288, 2015.
  • [24] P. Jamsawang, B. Adulyamet, P. Voottipruex, P. Jongpradist, S. Likitlersuang, and K. Tantayopin, ‘‘The free swell potential of expansive clays stabilized with the shallow bottom ash mixing method,’’ Engineering Geology, vol. 315, p. 107027, 2023.
  • [25] O. Cimen, ‘‘Versatile investigation of improvement of geotechnical properties of soils,’’ M.S. thesis, Suleyman Demirel University, Graduate School of Applied and Natural Sciences, Isparta, Türkiye, 1996.
  • [26] Ö. Çimen, M. Saltan, and S. N. Keskin, ‘‘Stabilization of clayey subgrade with waste pumice for road infrastructure,’’ Science and Engineering of Composite Materials, vol. 22, no. 5, pp. 583–590, 2015.
  • [27] E. Kalay, ‘‘Using pumice, marble dust and lime for stabilization of compacted high plasticity clay. süleyman demirel university graduate school of applied and natural sciences department of civil engineering,’’ Ph.D. dissertation, Master Thesis, 2010.
  • [28] Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (ASTM D 4318-05). Philadelphia: American Society for Testing and Materials, 2005.
  • [29] Standard Test Methods for Laboratory Compaction Characteristics of Soil using Standard Effort (ASTM D 698-00). Philadelphia: American Society for Testing and Materials, 2000.
  • [30] Standard Test Methods for Unconfined Compressive Strength of Cohesive Soil (ASTM D 2166-00). Philadelphia: American Society for Testing and Materials, 2002.
  • [31] Standard Test Methods for One-Dimensional Swell (ASTM D 4546-Method A). Philadelphia: American Society for Testing and Materials, 2000.
  • [32] Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils (ASTM D 4767-95). Philadelphia: American Society for Testing and Materials, 2003.
  • [33] Standard Test Method for CBR (California Bearing Ratio) of Laboratory-Compacted Soils (ASTM D 1883-07e2). Philadelphia: American Society for Testing and Materials, 2007.
  • [34] J. E. Gillott, Clay in engineering geology. Elsevier, 2012.
  • [35] T. M. Petry and E. A. Berger, ‘‘Impact of moisture content on strength gain in lime-treated soils,’’ Tech. Rep., 2006.
  • [36] T. Shibi and Y. Ohtsuka, ‘‘Influence of applying overburden stress during curing on the unconfined compressive strength of cement-stabilized clay,’’ Soils and Foundations, vol. 61, no. 4, pp. 1123–1131, 2021.
  • [37] A. Petcherdchoo, S. Pochalard, and K. Piriyakul, ‘‘Use of bender element tests for determining shear modulus of fly-ash and cement admixed bangkok clay with considering unconfined compressive strength,’’ Case Studies in Construction Materials, vol. 18, p. e02040, 2023.
  • [38] N. C. Consoli, A. D. Rosa, and R. B. Saldanha, ‘‘Variables governing strength of compacted soil–fly ash–lime mixtures,’’ Journal of Materials in Civil Engineering, vol. 23, no. 4, pp. 432–440, 2011.
  • [39] N. Ural, Ü. Kut, and N. Gülsevinç, ‘‘Atık pvc ile zemin iyileştirme,’’ El-Cezeri, vol. 7, no. 3, pp. 1471–1481, 2020.
  • [40] F. Yılmaz and V. Duman, ‘‘Zemin stabilizasyonunda midyat taşı atıklarının kullanılabilirliği,’’ El-Cezeri, vol. 7, no. 2, pp. 848–857, 2020.
There are 40 citations in total.

Details

Primary Language English
Subjects Engineering Practice
Journal Section Research Articles
Authors

Ömür Çimen 0000-0002-6138-6029

Nilay Keskin 0000-0002-0367-943X

Engin Kalay 0000-0001-5185-8806

Publication Date September 17, 2024
Submission Date June 28, 2024
Acceptance Date September 3, 2024
Published in Issue Year 2024 Volume: 11 Issue: 3

Cite

IEEE Ö. Çimen, N. Keskin, and E. Kalay, “Experimental Study to Clay Stabilization Using Waste Pumice, Waste Marble Dust and Lime”, El-Cezeri Journal of Science and Engineering, vol. 11, no. 3, pp. 317–326, 2024.
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