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Mechanical Behavior of Gypseous Soil Treated with Lime

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Abstract

Gypseous soil is a problematic soil that is very sensitive to moisture variations and loses its strength upon saturation. Lime stabilization is traditionally used to enhance gypseous soils for civil engineering constructions. Studies on gypseous soils stabilized with lime have shown that the effectiveness of the treatment is largely dependent on the lime and gypsum percentages. In this study, an attempt was made to investigate the influence of gypsum and lime percentages on the unconfined compressive strength (UCS) of a fine-grained soil. Mineralogical and microstructural tests were conducted to find the relationship between the mechanical properties and the changes in the microstructures, using X-ray diffraction, scanning electron microscopy and mercury intrusion porosimetry. Different amounts of gypsum (0, 5, 15 and 25% of the dry weight of soil) were added to the soil, which was then treated with three different percentages of lime (3, 5 and 10%). The soil samples were then subjected to curing periods of 2, 7, 28 or 180 days at 20 °C. Results indicated that the influence of gypsum addition on the mechanical properties of soil samples depended not only on the curing period but also on the percentage of lime. The optimum gypsum and lime percent beyond which the improvement in the UCS was reduced was found to be 5%. The micro test results of the treated samples showed the formation of pozzolanic reaction products and ettringite mineral. At first, these new minerals increased the strength of the soil, but with the growth of the ettringite mineral, the strength properties declined. All the evolutions of the mechanical properties were coupled with the results of the micro tests.

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References

  • Adams AG, Dukes OM, Tabet W, Cerato AB, Miller GA (2008) Sulfate induced heave in Oklahoma soils due to lime stabilization. In: Conference proceedings of geo-congress. ASCE, pp 444–451

  • Aldaood A, Bouasker M, Al-Mukhtar M (2014a) Geotechnical properties of lime treated gypseous soils. Appl Clay Sci 88–89:39–48

    Article  Google Scholar 

  • Aldaood A, Bouasker M, Al-Mukhtar M (2014b) Impact of wetting–drying cycles on the microstructure and mechanical properties of lime-stabilized gypseous soils. Eng Geol 174:11–21

    Article  Google Scholar 

  • Aldaood A, Bouasker M, Al-Mukhtar M (2015) Effect of long-term soaking and leaching on the behaviour of lime-stabilized gypseous soil. Int J Pave Eng 16(1):11–26

    Article  Google Scholar 

  • Al-Homidy AA, Dahim MH, Abd El Aal AK (2017) Improvement of geotechnical properties of sabkha soil utilizing cement kiln dust. Rock Mech Geotech Eng 9:749–760

    Article  Google Scholar 

  • Al-Mukhtar M, Lasledj A, Alcover JF (2010) Behaviour and mineralogy changes in lime-treated expansive soil at 20°C. Appl Clay Sci 50:191–198

    Article  Google Scholar 

  • Al-Mukhtar M, Lasledj A, Alcover JF (2014) Lime consumption of different clayey soils. Appl Clay Sci 95:131–145

    Article  Google Scholar 

  • Al-Obaydi MA, Al-Kiki IM, Al-Zubaydi AH (2010) Strength and durability of gypseous soil treated with waste lime and cement. Al-Rafidain Eng 18(1):28–42

    Google Scholar 

  • Al-Zubaydi AH (2011a) Effect of static soaking under different temperatures on the lime stabilized gypseous soil. Tikrit J Eng Sci 18(3):42–51

    Google Scholar 

  • Al-Zubaydi AH (2011b) Strength and erosion of lime stabilized gypseous soil under different flow conditions. Al-Rafidain Eng 19(2):12–28

    Google Scholar 

  • Boardman DI, Glendinning S, Rogers CFD (2001) Development of stabilization and solidification in lime–clay mixes. Geotechnique 51:533–543

    Article  Google Scholar 

  • Boyadgiev TG, Verheye WH (1996) Contribution to a utilitarian classification of gypsum in soils. Geoderma 74:321–338

    Article  Google Scholar 

  • Cecconi M, Russo G (2012) Geotechnical properties of lime stabilized pyroclastic soils. EJGE 17:2581–2597

    Google Scholar 

  • Cecconi M, Russo G (2013) Microstructural features of lime-stabilised pyroclastic soils. Géotech Lett 3:124–129

    Article  Google Scholar 

  • Chemeda YC, Deneele D, Christidis GE, Ouvrard G (2015) Influence of hydrated lime on the surface properties and interaction of kaolinite particles. Appl Clay Sci 107:1–13

    Article  Google Scholar 

  • Eades JL, Grim RE (1960) Reaction of hydrate lime with pure clay minerals in soil stabilization. Highw Res Board Bull 262:51–63

    Google Scholar 

  • Guidobaldi G, Cambia C, Cecconi M, Deneele D, Paris M, Russo G, Vitale E (2017) Multi-scale analysis of the mechanical improvement induced by lime addition on apyroclastic soil. Eng Geol 221:193–201

    Article  Google Scholar 

  • Guidobaldi G, Cambi C, Cecconi M, Comodi P, Deneele D, Paris M, Russo G, Vitale E, Zucchini A (2018) Chemo-mineralogical evolution and microstructural modifications of a lime treated pyroclastic soil. Eng Geol 245:333–343

    Article  Google Scholar 

  • Knopp J, Moormann C (2016) Ettringite swelling in the treatment of sulfate-containing soils used as subgrade for road constructions. Proc Eng 143:128–137

    Article  Google Scholar 

  • Le Runigo B, Ferber V, Cui YJ, Cuisinier O, Deneele D (2011) Performance of lime-treated silty soil under long-term hydraulic conditions. Eng Geol 118:20–28

    Article  Google Scholar 

  • Little DN (1995) Handbook for stabilization of pavement sub grade and base courses with lime. Kendall Hunt Publishing Company, Iowa, USA, by National Lime Association

  • Little DN, Nair S, Herbet B (2010) Addressing sulfate-induced heave in lime treated soils. Geotech Geoenviron Eng 136(1):110–118

    Article  Google Scholar 

  • Puppala AJ, Intharasombat N, Vempati RK (2005) Experimental studies on ettringite-induced heaving in soils. Geotech Geoenviron Eng 131(4):325–337

    Article  Google Scholar 

  • Razouki SS, El-Janabi OA (1999) Decreasing in the CBR of a gypsiferous soil due to long-term soaking. Q Eng Geol Hydrogeol 31(1):87–89

    Article  Google Scholar 

  • Sharma LK, Sirdesai NN, Sharma KM, Singh TN (2018) Experimental study to examine the independent roles of lime and cement on the stabilization of a mountain soil: a comparative study. Appl Clay Sci 152:183–195

    Article  Google Scholar 

  • Wild S, Kinuthia JM, Jones GI, Higgins DD (1998) Effects of partial substitution of lime with ground granulated blast furnace slag (GGBS) on the strength properties of lime-stabilized sulfate-bearing clay soils. Eng Geol 51:37–53

    Article  Google Scholar 

  • Yilmaz I (2001) Gypsum/anhydrite: some engineering problems. Bull Eng Geol Environ 59:227–230

    Article  Google Scholar 

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Authors and Affiliations

  1. Department of Civil Engineering, College of Engineering, University of Mosul, 41002, Mosul, Iraq

    Abdulrahman Aldaood

  2. LAME Laboratory, University of Orleans, 8 Rue Léonard de Vinci, 45072, Orléans, France

    Marwen Bouasker & Muzahim Al-Mukhtar

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  1. Abdulrahman Aldaood
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  2. Marwen Bouasker
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  3. Muzahim Al-Mukhtar
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Correspondence to Abdulrahman Aldaood.

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Aldaood, A., Bouasker, M. & Al-Mukhtar, M. Mechanical Behavior of Gypseous Soil Treated with Lime. Geotech Geol Eng 39, 719–733 (2021). https://doi.org/10.1007/s10706-020-01517-w

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  • DOI: https://doi.org/10.1007/s10706-020-01517-w

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