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Research Article

Experimental evaluation of stress history effect on compressibility characteristics of lime-stabilized expansive soils

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Received 08 Jun 2023, Accepted 08 May 2024, Published online: 14 May 2024

References

  • Abbaspour, M., et al. 2020. Strength and swelling properties of a waste tire textile fiber-reinforced expansive soil. Geosynthetics International, 27 (5), 476–489. doi:10.1680/jgein.20.00010
  • Agarwal, B.K. and Sachan, A., 2023. Quantification of desiccation cracking and strain localization in lime-treated compacted expansive soils using DIA and DIC. Journal of Materials in Civil Engineering, 36 (2), 04023541. doi:10.1061/JMCEE7.MTENG-16352
  • Agarwal, B.K., Shah, J., and Sachan, A., 2023. Determination of optimum content of additive for stabilization of expansive soil considering its shrinkage, swelling, desiccation cracking, and shear strength response. Transportation Infrastructure Geotechnology. doi:10.1007/s40515-023-00337-8
  • Al-Gharbawi, A.S., et al. 2023. Experimental and theoretical study to evaluate the previous studies for expansive soils. Mathematical Modelling of Engineering Problems, 10 (5), 1770–1776. doi:10.18280/mmep.100528
  • Al-Gharbawi, A.S.A., Najemalden, A.M., and Fattah, M.Y., 2023. Expansive soil stabilization with lime, cement, and silica fume. Applied Sciences, 13 (1), 436. doi:10.3390/app13010436
  • Al-Mhaidib, A. and Al-Shamrani, M., 1996. Swelling characteristics of lime-treated expansive soils. Geotechnical Engineering, 27, 37–54.
  • Al-Mukhtar, M., Khattab, S., and Alcover, J.-F., 2012. Microstructure and geotechnical properties of lime-treated expansive clayey soil. Engineering Geology, 139-140, 17–27. doi:10.1016/j.enggeo.2012.04.004
  • Al-Mukhtar, M., Lasledj, A., and Alcover, J.-F., 2010. Behaviour and mineralogy changes in lime-treated expansive soil at 20 C. Applied Clay Science, 50 (2), 191–198. doi:10.1016/j.clay.2010.07.023
  • Al-Rawas, A.A., Hago, A.W., and Al-Sarmi, H., 2005. Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman. Building & Environment, 40 (5), 681–687. doi:10.1016/j.buildenv.2004.08.028
  • ASTM D7928, 2017. Standard test method for particle-size distribution (gradation) of fine-grained soils using the sedimentation (hydrometer) analysis. West Conshohocken, PA
  • ASTM D4318, 2018. Standard test methods for liquid limit, plastic limit, and plasticity index of soils. West Conshohocken, PA
  • ASTM D4546, 2018. Standard test methods for one-dimensional swell or collapse of soils. West Conshohocken, PA
  • Barman, D. and Dash, S.K., 2022. Stabilization of expansive soils using chemical additives: A review. Journal of Rock Mechanics and Geotechnical Engineering, 14 (4), 1319–1342. doi:10.1016/j.jrmge.2022.02.011
  • Basma, A.A. and Tuncer, E.R., 1991. Effect of lime on volume change and compressibility of expansive clays. Transportation Research Record, (1295), 52–61.
  • Belchior, I.M.R.M., Casagrande, M.D.T., and Zornberg, J.G., 2017. Swelling behavior evaluation of a lime-treated expansive soil through centrifuge test. Journal of Materials in Civil Engineering, 29 (12), 04017240. doi:10.1061/(ASCE)MT.1943-5533.0002090
  • Biswas, N., Puppala, A.J., and Chakraborty, S., 2024. Experimental studies and sustainability assessments of quarry dust for chemical treatment of expansive soils. Geotechnical Testing Journal, 47 (1), 140–156. doi:10.1520/GTJ20220243
  • Dash, S.K. and Hussain, M., 2012. Lime stabilization of soils: reappraisal. Journal of Materials in Civil Engineering, 24 (6), 707–714. doi:10.1061/(ASCE)MT.1943-5533.0000431
  • Driss, A.A.-E., et al. 2022. Assessing the effect of moulding water content on the behaviour of lime-stabilised an expansive soil. Geomechanics and Geoengineering, 17 (3), 896–908. doi:10.1080/17486025.2021.1903092
  • Eades, J.L. and Grim, R.E., 1960. Reaction of hydrated lime with pure clay minerals in soil stabilization. Highway Research Board Bulletin, (262).https://trid.trb.org/View/118473
  • Ebrahimipour, A. and Eslami, A., 2024. Analytical study of piles behavior for marine challenging substructures. Ocean Engineering, 292, 116514. doi:10.1016/j.oceaneng.2023.116514
  • Galvão, T.C.D.B., Elsharief, A., and Simões, G.F., 2004. Effects of lime on permeability and compressibility of two tropical residual soils. Journal of Environmental Engineering, 130 (8), 881–885. doi:10.1061/(ASCE)0733-9372(2004)130:8(881)
  • Hejazi, S.M., et al. 2012. A simple review of soil reinforcement by using natural and synthetic fibers. Construction and Building Materials, 30, 100–116. doi:10.1016/j.conbuildmat.2011.11.045
  • Jayawardane, V.S., et al. 2020. Expansive and compressibility behavior of lime stabilized fiber-reinforced marine clay. Journal of Materials in Civil Engineering, 32 (11), 04020328. doi:10.1061/(ASCE)MT.1943-5533.0003430
  • Jha, A.K. and Sivapullaiah, P., 2015. Mechanism of improvement in the strength and volume change behavior of lime stabilized soil. Engineering Geology, 198, 53–64. doi:10.1016/j.enggeo.2015.08.020
  • Liu, C., et al. 2024. Expansive soil improvement using industrial bagasse and low-alkali ecological cement. Construction and Building Materials, 423, 135806. doi:10.1016/j.conbuildmat.2024.135806
  • Moghal, A.A.B., et al. 2015. Compressibility and durability characteristics of lime treated expansive semiarid soils. Journal of Testing and Evaluation, 43 (2), 255–263. doi:10.1520/jte20140060
  • Moghal, A.A.B., et al. 2016. Lime-amended semi-arid soils in retaining copper, lead, and zinc from aqueous solutions. Water, Air, and Soil Pollution, 227 (10), 372. doi:10.1007/s11270-016-3054-1
  • Moghal, A.A.B., et al. 2017. Retention studies on arsenic from aqueous solutions by lime treated semi arid soils. International Journal of GEOMATE, 12 (29), 17–24.
  • Mohammadi, R., Motamed, R., and Faeli, Z., 2023. Numerical modeling of soil-shaft interaction validated using the instrumented Hayward Bridge in California. In: DFI 48th Annual Conference, Seattle, United States. 620–630
  • Nalbantoglu, Z. and Tuncer, E.R., 2001. Compressibility and hydraulic conductivity of a chemically treated expansive clay. Canadian Geotechnical Journal, 38 (1), 154–160. doi:10.1139/t00-076
  • Narani, S.S., 2019. Evaluation of stress-path on volume change behavior of expansive clays. Master of Science Thesis. Amirkabir University of Technology.
  • Narani, S.S., et al. 2020. Sustainable reuse of Waste Tire Textile Fibers (WTTFs) as reinforcement materials for expansive soils: With a special focus on landfill liners/covers. Journal of Cleaner Production, 247, 119151. doi:10.1016/j.jclepro.2019.119151
  • Nelson, J.D., et al. 2015. Foundation engineering for expansive soils. John Wiley & Sons. doi:10.1002/9781118996096
  • Phanikumar, B.R., 2009. Effect of lime and fly ash on swell, consolidation and shear strength characteristics of expansive clays: a comparative study. Geomechanics and Geoengineering, 4 (2), 175–181. doi:10.1080/17486020902856983
  • Ramanjaneya Raju, E., Phanikumar, B.R., and Heeralal, M., 2022. Heave and load-settlement behaviour of a chemically stabilised expansive clay bed. Geomechanics and Geoengineering, 17 (6), 1887–1904. doi:10.1080/17486025.2021.1980232
  • Sahoo, S. and Singh, S.P., 2024. Influence of precompaction delay time on geoengineering properties of expansive soil treated with geopolymer and conventional stabilizers. Journal of Materials in Civil Engineering, 36 (2), 04023546. doi:10.1061/JMCEE7.MTENG-15276
  • Sánchez, M., et al. 2016. Fully coupled thermo-hydro-mechanical double-porosity formulation for unsaturated soils. International Journal of Geomechanics, 16 (6), D4016015. doi:10.1061/(ASCE)GM.1943-5622.0000728
  • Slade, P., Quirk, J., and Norrish, K., 1991. Crystalline swelling of smectite samples in concentrated NaCl solutions in relation to layer charge. Clays and Clay Minerals, 39 (3), 234–238. doi:10.1346/CCMN.1991.0390302
  • Soltani, A., et al. 2017. Swelling potential of a stabilized expansive soil: A comparative experimental study. Geotechnical and Geological Engineering, 35 (4), 1717–1744. doi:10.1007/s10706-017-0204-1
  • Tanyıldızı, M., Uz, V.E., and Gökalp, İ., 2023. Utilization of waste materials in the stabilization of expansive pavement subgrade: An extensive review. Construction and Building Materials, 398, 132435. doi:10.1016/j.conbuildmat.2023.132435
  • Villar, M.V. and Lloret, A., 2008. Influence of dry density and water content on the swelling of a compacted bentonite. Applied Clay Science, 39 (1–2), 38–49. doi:10.1016/j.clay.2007.04.007
  • Zada, U., et al. 2023. Recent advances in expansive soil stabilization using admixtures: current challenges and opportunities. Case Studies in Construction Materials, 18, e01985. doi:10.1016/j.cscm.2023.e01985
  • Zhao, H., et al. 2015. Reexamination of lime stabilization mechanisms of expansive clay. Journal of Materials in Civil Engineering, 27 (1), 04014108. doi:10.1061/(ASCE)MT.1943-5533.0001040
  • Zhou, A., et al. 2023. Nanoscale mechanism on lime stabilization of expansive soil. Acta Geotechnica, 18 (5), 2681–2701. doi:10.1007/s11440-022-01751-x

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