Abstract
The impact of chemical additives on the engineering properties of expansive soils has been studied in the past few years; however, the swelling properties as well as mineralogical and microstructural characteristics of expansive clay soils stabilized with NaCl solutions have not been clearly studied. This research work aims at investigating the expansion behavior of the studied clay soil before and after the treatment with a NaCl solution. It also aims to interpret the change in the soil geotechnical properties by monitoring the mineralogical and microstructural alterations. The treatment was performed with different NaCl doses (2.5–12.5%) for different curing times using various water amounts. The mineralogical and microstructural composition of NaCl-stabilized soil samples were analyzed by means of x-ray diffraction analysis, thermal analysis, and scanning electron microscopy. The test results indicated that the NaCl solution reduced the soil swelling in the short term significantly. The amount of water used in NaCl treatment considerably affected its performance. The mineralogical alteration of disappearance of the montmorillonite mineral from the composition of the NaCl-stabilized soil sample interpreted the reduction in the soil swelling in the short term. The 90 days, 12.5% NaCl-stabilized soil sample had densely packed cement block-like microstructure. This resulted from the binding of the soil clay aggregates by the newly formed cementitious products.
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Chen, L.; Yin, Z.; Zhang, P.: Relationship of resistivity with water content and fissures of unsaturated expansive soils. J. China Univ. Min. Technol. 17(4), 537–540 (2007)
Assadi, A.; Shahabodin, S.: A micro-mechanical approach to swelling behavior of unsaturated expansive clays under controlled drainage conditions. Appl. Clay Sci. 45(1–2), 8–19 (2009)
Avsar, E.; Ulusay, R.; Sonmez, H.: Assessment of swelling anisotropy of Ankara clay. Eng. Geol. 105(1–2), 24–31 (2009)
Williams, H.F.L.: Urbanization pressure increases potential for soils related hazards Denton County. Texas. Environ. Geol. 44(8), 933–938 (2003)
Pedarla, A.: SWCC and clay mineralogy-based models for realistic simulation of swell behavior of expansive soils (Doctoral dissertation, The University of Texas, Arlington, USA), ProQuest LLC (2013)
Norman, B.L.A.: Comprehensive investigation on microscale properties and macroscopic behavior of natural expansive soils (Doctoral dissertation, University of Oklahoma, USA), ProQuest LLC (2012)
Basma, A.A.; Al-Hamoud, A.S.; Husein, A.: Laboratory assessment of swelling pressure of expansive soils. Appl. Clay Sci. 9, 355–365 (1995)
Abdullah, W.S.; Alshibli, K.A.; Al-Zou’bi, M.S.: Influence of pore water chemistry on the swelling behavior of compacted clays. Appl. Clay Sci. 15, 447–462 (1999)
Al-Rawas, A.A.; Taha, R.; Nelson, J.D.; Al-Shap, T.B.; Al-Siyabi, H.: A comparative evaluation of various additives used in the stabilization of expansive soils. Geol. Test. J. 25(2), 199–209 (2002)
Shi, H.; Jianh, Z.; Liu, H.; Fang, Y.: Engineering geological characteristics of expansive soils in China. Eng. Geol. 67, 63–71 (2002)
Turkoz, M.; Savas, H.; Acaz, A.; Tosun, H.: The effect of magnesium chloride solution on the engineering properties of clay soil with expansive and dispersive characteristics. Appl. Clay Sci. 101, 1–9 (2014)
Mitchell, J.K.: Fundamentals of Soil Behavior. Wiley, New York (1976)
Snethen, D.R.; Johnson, L.D.; Patrick, D.M.: An evaluation of expedient methodology for identification of potentially expansive soils. Report No. FHWA-RD-77-94, U.S. Army Engineer Waterways Experiment Station, USAEWES, Vicksburg, Miss (1977)
Nelson, J.D.; Miller, D.J.: Expansive Soils: Problems and Practice in Foundation and Pavement Engineering. Wiley, New York (1992)
Holtz, W.G.; Gibbs, H.J.: Engineering properties of expansive clays. Trans. Am. Soc. Civ. Eng. 121, 641–663 (1956)
Grim, R.E.: Clay Mineralogy. McGraw-Hill Book Company, Inc, New York (1953)
Erguler, Z.A.; Ulusal, R.: A simple test and predictive models for assessing swell potential of Ankara (Turkey) clay. Eng. Geol. 67, 331–352 (1993)
Guidobaldi, G.; Cambi, C.; Cecconi, M.; Comodi, P.; Deneele, D.; Paris, M.; Russo, G.; Vitale, E.; Zucchini, A.: Chemo-mineralogical evolution and microstructural modifications of a lime treated pyroclastic soil. Eng. Geol. 245, 333–343 (2018)
Aldaood, A.; Bouasker, M.; Al-Mukhtar, M.: Impact of wetting–drying cycles on the microstructure and mechanical properties of lime-stabilized gypseous soils. Eng. Geol. 174, 11–21 (2014)
Basha, E.A.; Hashim, R.; Mahmud, H.B.; Muntohar, A.S.: Stabilization of residual soil with rice husk ash and cement. Const. Build. Mat. 19(6), 448–453 (2005)
Billong, N.; Melo, U.C.; Louvet, F.; Njopwouo, D.: Properties of compressed lateritic soil stabilized with a burnt clay–lime binder: effect of mixture components. Const. Build. Mat. 23(6), 2457–2460 (2009)
Wang, Y.; Cui, Y.-J.; Tang, A.M.; Tang, C.-S.; Benahmed, N.: Changes in thermal conductivity, suction and microstructure of a compacted lime-treated silty soil during curing. Eng. Geol. 202, 114–121 (2016)
Celik, E.; Nalbantoglu, Z.: Effects of ground granulated blastfurnace slag (GGBS) on the swelling properties of lime-stabilized sulfate-bearing soils. Eng. Geol. 163, 20–25 (2013)
Jha, A.K.; Sivapullaiah, P.V.: Mechanism of improvement in the strength and volume change behavior of lime stabilized soil. Eng. Geol. 198, 53–64 (2015)
Latifi, N.; Eisazadeh, A.; Marto, A.: Strength behavior and microstructural characteristics of tropical laterite soil treated with sodium silicate-based liquid stabilizer. Environ. Earth Sci. 72(1), 91–98 (2014)
Latifi, N.; Rashid, A.S.A.; Siddiqua, S.; Horpibulsuk, S.: Micro-structural analysis of strength development in low- and high swelling clays stabilized with magnesium chloride solution—A green soil stabilizer. Appl. Clay Sci. 118, 195–206 (2015)
Marto, A.; Latifi, N.; Eisazadeh, A.: Effect of non-traditional additives on engineering and microstructural characteristics of laterite soil. Arab. J. Sci. Eng. 39(10), 6949–6958 (2014)
Al-Rawas, A.A.; Hago, A.W.; Al-Sarmi, H.: Effect of lime, cement and sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman. Build. Env. 40(5), 681–687 (2005)
Bell, F.G.: Lime stabilization of clay minerals and soils. Eng. Geol. 42(4), 223–237 (1996)
Biggs, A.J.W.; Mahony, K.M.: Is soil science relevant to road infrastructure? In: 13th international soil conservation organization conference (ISCO)—Brisbane, Paper No 410 (2004)
Yilmaz, I.; Civelekoglu, B.: Gypsum: an additive for stabilization of swelling clay soils. App. Clay Sci. 44(1), 166–172 (2009)
Eisazadeh, A.; Kassim, K.A.; Nur, H.: Stabilization of tropical kaolin soil with phosphoric acid and lime. Nat. Haz. 61(3), 931–942 (2012)
Eisazadeh, A.; Kassim, K.A.; Nur, H.: Solid-state NMR and FTIR studies of lime stabilized montmorillonitic and lateritic clays. Appl. Clay Sci. 67, 5–10 (2012)
Horpibulsuk, S.; Rachan, R.; Raksachon, Y.: Role of fly ash on strength and microstructure development in blended cement stabilized silty clay. Soils Found. 49(1), 85–98 (2009)
Olugbenga Oludolapo, A.M.U.; Ogunjobi, O.A.; Okhuemoi, A.I.: Effects of forage ash on some geotechnical properties of lime stabilized lateritic soils for road works. Int. J. Eng. Technol. 2(4) (2012)
Rahmat, M.N.; Ismail, N.: Sustainable stabilisation of the lower oxford clay by nontraditional binder. Appl. Clay Sci. 52(3), 199–208 (2011)
Solanki, P.; Zaman, M.: Microstructural and Mineralogical Characterization of Clay Stabilized Using Calcium-Based Stabilizers. Scanning Electron Microscopy, pp. 771–798. Intech, Rijeka (2012)
Turkoz, M.; Vural, P.: The effects of cement and natural zeolite additives on problematic clay soils. Sci. Eng. Comput. Mat. 20(4), 395–405 (2013)
Horpibulsuk, S.; Suksiripattanapong, C.; Samingthong, W.; Rachan, R.; Arulrajah, A.: Durability against wetting-drying cycles of water treatment sludge-fly ash geopolymer. J. Mat. Civ. Eng. ASCE 28(1), 04015078 (2015)
Latifi, N.; Marto, A.; Eisazadeh, A.: Physicochemical behavior of tropical laterite soil stabilized with non-traditional additive. Acta Geot. 11(2), 1–11 (2015). https://doi.org/10.1007/s11440-015-0370-3
Latifi, N.; Marto, A.; Eisazadeh, A.: Analysis of strength development in nontraditional liquid additive-stabilized laterite soil from macro-and micro-structural considerations. Environ. Earth Sci. 73(3), 1133–1141 (2015)
Sukmak, P.; Horpibulsuk, S.; Shen, S.L.; Chindaprasirt, P.; Suksiripattanpong, C.: Factors influencing strength development in clay-fly ash geopolymer. Const. Build. Mat. 47, 1125–1136 (2013)
Sukmak, P.; Silva, P.D.; Horpibulsuk, S.; Chindaprasirt, P.: Sulfate resistance of clay- Portland cement and clay-high calcium fly ash geopolymer. J. Mat. Civil. Eng. ASCE 27(5), 1–11 (2015)
Suksiripattanapong, C.; Horpibulsuk, S.; Chanprasert, P.; Sukmak, P.; Arulrajah, A.: Compressive strength development in fly ash geopolymer masonry units manufactured from water treatment sludge. Const. Build. Mat. 82, 20–30 (2015)
Tingle, J.S.; Newman, J.K.; Larson, S.T.; Weiss, C.A.; Rushing, J.F.: Stabilization mechanisms of nontraditional additives. Trans. Res. Rec: J. Trans. Res. Board, No. 1989(2). Transportation Research Board of the National Academies, Washington, D.C., pp. 59–67 (1989)
Ureña, C.; Azañón, J.M.; Corpas, F.; Nieto, F.; León, C.; Pérez, L.: Magnesium hydroxide, seawater and olive mill wastewater to reduce swelling potential and plasticity of bentonite soil. Const. Build. Mat. 45, 289–297 (2013)
Guney, Y.; Sari, D.; Cetin, M.; Tuncan, M.: Impact of cyclic wetting-drying on swelling behavior of lime-stabilized soil. Build. Environ. 42, 681–688 (2007)
Raymond, N.Y.; Ouhadi, V.R.: Experimental study on instability of bases on natural and lime/cement stabilized clayey soils. Appl. Clay Sci. 35(3–4), 238–249 (2006)
Seco, A.; Ramirez, F.; Miqueleiz, L.; Garcia, B.; Prieto, E.: The use of non-conventional additives in Marls stabilization. Appl. Clay Sci. 51, 419–423 (2011)
Attom, M.F.: Shear strength characteristics of Irbid clayey soil mixed with iron filling and iron filling-cement mixture. Environ. Geol. 55(4), 781–788 (2007)
Eren, S.; Filiz, M.: Comparing the conventional soil stabilization methods to the consolid system used as an alternative admixture matter in Isparta Daridete material. Const. Build. Mat. 23, 2473–2480 (2009)
Seco, A.; Ramirez, F.; Miqueleiz, L.; Garcia, B.: Stabilization of expansive soils for use in construction. Appl. Clay Sci. 51, 348–352 (2011)
Rauch, A.F.; Harmon, J.S.; Katz, L.E.; Liljestrand, H.M.: Measured effects of liquid soil stabilizers on engineering properties of clay. J. Transp. Res. Board 1787(1), 33–41 (2002)
Scholen, D.E.: Non-standard stabilizers. Report FHWA-FLP-92-011FHWA, U.S. Department of Transportation (1992)
Moore, J.C.: Effect of sodium chloride treatment on the engineering properties of compacted earth materials (Doctoral dissertation, University of Illinois, Urbana-Champai, Illinois, USA), ProQuest LLC (1973)
Singh, G.; Ali, M.M.: Comparative study of effectiveness of sodium chloride in soil stabilization for pavement construction. High. Res. Bull. 7, 1–13 (1978)
Lees, G.; Abdelkader, M.O.; Hamdani, S.K.: Sodium chloride as an additive in lime soil stabilisation. High. Eng. 29(12), 2–8 (1982)
El-Sekelly, A.M.: Characterization of sodium chloride stabilised soils and soil aggregate mixtures for low-volume roads in Egypt (Doctoral dissertation, University of Leeds, England) (1987)
Osula, D.: Laboratory trial of soil–sodium chloride–cement stabilization for problem laterite. J. Trans. Eng. 119(1), 149–158 (1993)
Petrukhin, V.P.: Construction of Structure on Saline Soils. Taylor and Francis, Hardcover (1993)
Singh, G.; Das, B.M.: Soil stabilization with sodium chloride. Trans. Res. Rec. 1673, 46–55 (1999)
Wu, C.; Zhou, B.; Li, Z.J.: Test of chlorides mixed with CaO, MgO, and sodium silicate for dust control and soil stabilization. J. Mat. Civ Eng. 19(1), 10–13 (2007)
Davoudi, M.H.; Kabir, E.: Interaction of lime and sodium chloride in low plasticity fine grain soils. J. Appl. Sci. 11(2), 330–335 (2011)
Saldanha, R.B.; Filho, H.C.S.; Ribeiro, J.L.D.; Consoli, N.C.: Modelling the influence of density, curing time, amounts of lime and sodium chloride on the durability of compacted geopolymers monolithic walls. Const. Build. Mat. 136, 65–72 (2017)
Ogawa, T.; Funada, S.; Nakamura, T.; Hashimoto, S.; Masui, N.: Studies on the Limitation of soil stabilization by addition of sodium chloride. Bull. Soc. Salt Sci. Japan 11(8), 767–834 (1963)
Hilmy, A.K.; El-Gabaly, M.M.: Exchange reactions between sodium salts and calcium saturated soils. Alex. J. Agric. Res. Egypt 1673(1), 46–54 (1954)
Abood, T.T.; Kasa, A.; Chik, Z.: Stabilisation of silty clay using chloride compounds. J. Eng. Sci. Technol. 2(1), 102–110 (2007)
Koslanant, S.; Onitsuka, K.; Negami, T.: Influence of salt additive in lime stabilization on organic clay. Geotech. Eng. 39, 95–101 (2006)
Yunus, N.Z.M.; Wanatowski, D.; Stace, L.R.: Effectiveness of chloride salts on the behaviour of lime-stabilised organic clay. Int. J. Geom. 3(2), 407–412 (2012)
Dakshanamurthy, V.; Raman, V.: A simple method of identifying an expansive soil. Soils Found. 13, 97–104 (1973)
Van der Merwe, D.H.: The prediction of heave from the plasticity index and percentage clay fraction of soils. Trans. South Afr. Inst. Civ. Eng. 6, 103–107 (1964)
Carver, R.E.: Procedures in Sedimentary Petrology. Wiley, New York (1971)
ASTM: Standard test methods for laboratory determination of liquid limit, plastic limit and plasticity index of soil. ASTM D 4318, Annual Book of ASTM Standard, V. 04008, Philadelphia (1994)
TxDOT: Online Manuals ftp://ftp.dot.state.tx.us/pub/txdot-info/cst/TMS/100-E_series/pdfs/soi124.pdf (1999)
ASTM: Standard test methods for laboratory determination of swelling potential of soil. ASTM D 2435, Annual Book of ASTM Standards, V. 04008, Philadelphia (1994)
Rayment, G.E.; Higginson, F.R.: Australian laboratory handbook of soil and water chemical methods. Inkata Press, Melbourne. (Australian Soil and Land Survey Handbook, vol. 3) (1922)
ASTM: Standard test methods for moisture, ash, and organic matter of peat and organic soils. ASTM D 2974, Annual Book of ASTM Standards, V. 04008, Philadelphia (1994)
Yeşilbaş, G.: Stabilization of expansive soils using aggregate waste, rock powder and lime (Masters dissertation, The Middle East Technical University). ProQuest LLC. (2004)
Way, J.T.: On the power of soils to absorb manure. J. R. Ag. Soc. Eng. 13, 123–143 (1852)
Kelley, W.P.; Cummins, A.B.: Chemical effects of salts on soils. Soil Sci. 11, 139–159 (1921)
Shainberg, I.; Letey, J.: Response of soils to sodic and saline conditions. Hilgardia 52(2), 1–57 (1984)
Warkentin, B.P.; Bolt, G.H.; Miller, R.D.: Swelling pressure of montmorillonite. Soil. Sci. Soc. Am. Proc. 21, 97–495 (1957)
Van Lier, J.A.; Bruyn, P.L.; Overbeck, J.T.G.: The solubility of quartz. J. Phys. Chem. 64(11), 1675–1682 (1960)
Carroll, D.; Starkey, H.C.: Reactivity of clay minerals with acids and alkalies. Clays Clay Min. 19, 321–333 (1971)
Tingle, J.S.; Newman, J.K.; Larson, S.L.; Weiss, C.A.; Rushing, J.F.: Stabilization mechanisms of nontraditional additives. Transp. Res. Rec. 1989(1), 59–67 (2007)
Ahmad, F.; Atemimi, Y.K.; Ismail, M.A.M.: Evaluation the effects of styrene butadiene rubber addition as a new soil stabilizer on geotechnical properties. Electron. J. Geol. Eng. 18, 735–748 (2013)
Jianli, M.; Youcai, Z.; Jinmei, W.; Li, W.: Effect of magnesium oxychloride cement on stabilization/solidification of sewage sludge. Constr. Build. Mater. 24(1), 79–83 (2010)
Christhy, V.R.M.; Jorge, E.R.P.: Sodium aluminates obtained from the (NO3)3 • 9H2O - NaOH system using the controlled precipitation method. Ingeniería e Investigación 30(2), 16–24 (2010)
Kunde, G.B.; Yadav, G.D.: Synthesis, characterization and application of iron-aluminate nodules in advanced Fenton’s oxidation process. J. Environ. Chem. Eng. 3(3), 2010–2021 (2015)
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The authors would like to deeply thank Faculty of Science, Ain Shams University for the strong support in providing the experimental facilities.
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Makeen, G.M.H., Awad, S.A. & Dilawar, H. Amelioration of Soil Expansion Using Sodium Chloride with Long-Term Monitoring of Microstructural and Mineralogical Alterations. Arab J Sci Eng 46, 4461–4476 (2021). https://doi.org/10.1007/s13369-020-04966-w
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DOI: https://doi.org/10.1007/s13369-020-04966-w