Abstract
The most frequently preferred method for the improvement of geotechnical features of clayey soils is stabilization. With this method of adding material with pozzolanic characteristics in various ratios to clayey soils, the aim is to improve geotechnical features such as plasticity, compression, swelling and strength. In this study, the effects of slaked lime, silica fume, fly ash and tuffs with acidic and basic characteristics on the strength of high-plasticity clays were investigated. For this purpose, chemical analyses and laboratory experiments were carried out, and the results were compared. As per the outcomes of the studies conducted, it was determined that the cure application improved strength and strength parameters and that, following stabilization, if the reduction in the plasticity index (PI) in treated samples was more than 60%, the cohesion (c) and angle of internal friction (ϕ) and, hence, unconfined compressive strength (qu) significantly increased. The results obtained from the study showed that the best outcomes could be obtained if slaked lime or fly ash were used or when acidic tuff and basic tuff additives were used along with them.
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References
Al-Rawas AA, Hugo AW, Al-Sami H (2005) Effect of lime, cement and artificial pozzolan on the swelling potential of an expansive soil from Oman. Build Environ 40:267–281. https://doi.org/10.1016/j.buildenv.2004.08.028
Asgari MR, Baghebanzadeh Dezfuli A, Bayat M (2015) Experimental study on stabilization of a low plasticity clayey coil with cement/lime. Arab J Geosci 8(3):1439–1452. https://doi.org/10.1007/s12517-013-1173-1
ASTM C 618 (2012) Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete. West Conshohocken, USA, ASTM International
ASTM D 2166 (2016) Standard test method for unconfined compressive strength of cohesive soil. West Conshohocken, USA, ASTM International
ASTM D2850 (2015) Standard test method for unconsolidated-undrained triaxial compression test on cohesive soils. West Conshohocken, USA, ASTM International
ASTM D4318 (2017) Standard test methods for LL, PL, and PI of soils. West Conshohocken, USA, ASTM International
ASTM D698 (2012) Standard test methods for laboratory compaction characteristics of soil using standard effort. West Conshohocken, USA, ASTM International
Avci SB (2009) Analyzing drilling and foundry characteristics of mixed type bentonites activated by Na2CO3-MgO combination. Master thesis, Istanbul Technical University
Aydın S (2010) Improvement of the geotechnical properties of Yenikent (Ankara) settlement area clays with lime and fly ash. Master thesis, Gazi University
Banakar U, Ijajahamad AB, Sushmita MH, Jagannatha GM, Maganur DS (2019). Behavior of black cotton soil by using lime as admixture. Int Res J Eng Technol (IRJET) 06(05)
Bilgen G, Kavak A, Capar OF (2012) Using steel slag as soil additive and interaction with lime in a-low plasticity clay. Karaelmas Sci Eng J 2(2):30–38
Boardman DI, Glendinning S, Rogers CDF (2001) Development of stabilization and solidification in lime-clay mixes. Geotechnique 51(6):533–543. https://doi.org/10.1680/geot.2001.51.6.533
Chu SC, Kao HS (1993) A study of engineering properties of a clay modified by fly ash and slag, fly ash for soil improvement. Geotech Spec Publ 36:89–100
Çimen Ö, Dereli B, Coşan FŞ (2020) İki farklı kil zeminin stabilizasyonunda amorf silika katkısı kullanımının karşılaştırılması. Düzce Üniversitesi Bilim Ve Teknoloji Dergisi 8:102–109
Cuisinier O, Auriol JC, Le Borgne T, Deneele D (2011) Microstructure and hydraulic conductivity of a compacted lime-treated soil. Eng Geology 123(3):187–193. https://doi.org/10.1016/j.enggeo.2011.07.010
Geiman CM (2005) Stabilization of soft clay subgrades in Virginia phase-l laboratory study. Virginia Polytechnic Institute and State University
Genc S (2009) Expansive soils and the swelling behavior of bentonite-kaolinite mixtures. Master thesis, Istanbul Technical University
Ghabaee S (2015) Curing time effects on the bearing capacity of stabilized bentonite with lime. Master thesis, Istanbul Technical University
Goodarzi AR, Goodarzi S, Akbari HR (2015) Assessing geo-mechanical and micro-structural performance of modified expansive clayey soil by silica fume as ındustrial waste. Iran J Sci Technol Trans Civ Eng 39:333–350
Guven IH (1993) Geology and complication of the eastern Black Sea region in 1/25.000 Scale. Mineral Research and Exploration (MTA)
Harichane K, Ghrici M, Khebizi W, Missoum H (2011) Effet de la combinaison de la chaux et de la pouzzolane naturelle sur la durabilité des sols argileux. In: Proceedings of 29th meeting of AUGC, Tlemcen, Algeria pp 65–76
Herece EI, Acar S (2016) The geology of Upper Cretaceous-Tertiary sequences in the vicinity of Pertek (Tunceli). Bull Min Res Explor 153:1–43
Hossain KMA, Mol L (2011) Some engineering properties of stabilized clayey soils incorporating natural pozzolans and industrial wastes. Constr Build Mater 25(8):3495–3501. https://doi.org/10.1016/j.conbuildmat.2011.03.042
Jassim NW, Alsafi S (2022). Study The consequence of fly ash on some of physical soil characteristics. In: IOP Conf. Series: Earth and Environmental Science 961 2nd International Conference of Al-Esraa University College for Engineering Sciences (ICAUC_ES 2021). https://doi:https://doi.org/10.1088/1755-1315/961/1/012089
Kalay E (2010) Using pumice, marble dust and lime for stabilization of compacted high plasticity. Master thesis, Suleyman Demirel University
Kalkan E, Akbulut S (2004) The positive effects of silica fume on the permeability, swelling pressure and compressive strength of natural clay liners. Eng Geol 73(1–2):145–156. https://doi.org/10.1016/j.enggeo.2004.01.001
Kinuthia JM, Wild S, Jones GI (1999) Effects of monovalent and divalent metal sulphates on consistency and compaction of lime-stabilized kaolinite. Appl Clay Sci 14(1–3):27–45. https://doi.org/10.1016/S0169-1317(98)00046-5
Koprubasi N (1992) Magmatic petrogenesis of Lower Harşit Region and geochemical target determination applications in massive sulphides. PhD thesis, Karadeniz Technical University
Korkmaz S (1993) Stratigraphy of the Tonya-Duzkoy (SW Trabzon) area, NE Turkey. Geol Bull Turk 36:151–158
Lin B, Cerato AB, Madden AS, Madden MEE (2013) Effect of fly ash on the behavior of expansive soils: microscopic analysis. Environ Eng Geosci 19(1):85–94. https://doi.org/10.2113/gseegeosci.19.1.85
Little DN, Scullion T, Kota PBVS, Bhuiyan J (1995) Guidelines for mixture design and thickness design for stabilized bases and subgrades. Texas A and M University, Austin
Locat J, Trembaly H, Leroueil S (1996) Mechanical and hydraulic behavior of a soft inorganic clay treated with lime. Can Geotech J 33(4):654–669. https://doi.org/10.1139/t96-090-311
Mahamedi A, Khemissa M (2013) Cement stabilization of compacted expansive clay. Online J Sci Technol 3(1):33–38
Mallela J, Harold Von Quintus P, Smith KL (2004) Consideration of lime stabilized layers in mechanistic-empirical pavement design. The National Lime Association Arlington, Virginia, USA
Merdan Tutar Z (2015) Petrographical, geochemical and petrological study of Eocene volcanic rocks in the Bahcecik (Torul/Gumushane) and its surrounding region. Master thesis, Gumushane University
Puppala AJ, Ramakrishna AM, Hoyos LR (2003) Resilient moduli of treated clays from repeated load triaxial test. Transp Res Rec J Transp Res Board 1821:68–74. https://doi.org/10.3141/1821-08
Rabab’ah S, Taamneh MM, Abdallah HM, Nusier OK, Ibdah L (2021) Effect of adding zeolitic tuff on geotechnical properties of lime-stabilized expansive soil. KSCE J Civ Eng 25(12):4596–4609. https://doi.org/10.1007/s12205-021-1603-7
Rai P, Qiu W, Pei H, Chen J, Ai X, Liu Y, Ahmad M (2021) Effect of fly ash and cement on the engineering characteristic of stabilized subgrade soil: an experimental study. Hindawi Geofluids. https://doi.org/10.1155/2021/1368194
Randhawa KS, Chauhan R, Kumar R (2022) An investigation on the effect of lime addition on UCS of Indian black cotton soil. Mater Today Proc 50:797–803
Rao SM, Shivananda P (2005) Compressibility behavior of lime-stabilized clay. Geotech Geolog Eng 23(3):309–319. https://doi.org/10.1007/s10706-004-1608-2
Shirkhanloo S, Najafi M, Kaushal V, Rajabi M (2021) A comparative study on the effect of class C and class F fly ashes on geotechnical properties of high-plasticity clay. Civil Eng 2:1009–1018. https://doi.org/10.3390/civileng2040054
Tasci G (2011) Stabilization of problematic clay soils with fly ash. Master thesis, Osman Gazi University
Turan M and Bingol AF (1991) Tectono-stratgraphic properties of Kovancilar-Baskil (Elazig) area. Ahmet Acar Symposium, Proceedings book pp 213–227
Voottipruex P, Jamsawang P (2014) Characteristics of expansive soils improved with cement and fly ash in Northern Thailand. Geomech Eng 6(5):437–453
Wang D, Abriak NE, Zentar R, Chen W (2013) Effect of lime treatment on geotechnical properties of dunkirk sediments in France. Road Mater Pavement Des 14(3):485–503. https://doi.org/10.1080/14680629.2012.755935
Yalcinalp B (1992) Geological setting and geochemistry of the Guzelyayla (Macka-Trabzon) Porphyry Cu-Mo Deposit. PhD thesis, Karadeniz Technical University
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This research work was financially supported by Firat University Scientific Research Projects Unit, Turkey, Grant No. MF.16.64.
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Aslan Topcuoglu, Y., Gurocak, Z. Changes in the Strength of High-Plasticity Clays After Stabilization: an Experimental Study. Iran J Sci Technol Trans Civ Eng 47, 1109–1123 (2023). https://doi.org/10.1007/s40996-022-00991-x
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DOI: https://doi.org/10.1007/s40996-022-00991-x