PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Evaluating the Effect of Environment Acidity on Stabilized Expansive Clay

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In this article, the effects of environmental acidity on the mechanical and volumetric properties of cement-stabilized clay soils have been investigated through various tests on experimental scale. In this study, a problematic clay was chemically stabilized by cement under three treatment conditions including short term, medium term, and long term with different conditions varying from acid to alkaline environments, which were tested by different methods to evaluate their mechanical and volumetric behavior and properties. Mechanical characteristics assessment tests in this study include compaction tests, and unconfined compressive strength, which was conducted on samples under different conditions in terms of acidity and treatment time. The results of the study indicated that soil improvement by cement increases the mechanical strength and decreases the rate of soil swelling over time and treatment duration. However, the degree of acidity of the environment affects the chemical reactions of soil and cement, especially cement hydration, which causes changes in soil strength and volume variation due to swelling.
Wydawca
Rocznik
Strony
14--27
Opis fizyczny
Bibliogr. 51 poz., rys., tab.
Twórcy
  • Faculty of Civil Engineering, Shahid Rajaee Teacher Training University, Tehran, Iran
autor
  • PhD Candidate, School of Civil Engineering, Nanjing Forestry University, Nanjing, 210037, China
Bibliografia
  • [1] Alipoor R. (2010) Investigation of Cement Stabilized Clay Soil Parameters. Second National Seminar on Geotechnical Issues of Irrigation and Drainage Networks, 474–467.
  • [2] Ashayeri, I. and Yasrebi, S., 2009. Free-swell and swelling pressure of unsaturated compacted clays; experiments and neural networks modeling. Geotechnical and Geological Engineering, 27(1), pp.137–153.
  • [3] ASTM, D., 2006. Standard test method for unconfined compressive strength of cohesive soil. ASTM standard D, 2166.
  • [4] ASTM-D2166 (2016) Standard Test Method for Unconfined Compressive Strength of Cohesive Soils.
  • [5] ASTM-D4546 (2008) One-Dimensional Swell or Settlement Potential of Cohesive Soils.
  • [6] Bach, T.T.H., Coumes, C.C.D., Pochard, I., Mercier, C., Revel, B. and Nonat, A., 2012. Influence of temperature on the hydration products of low pH cements. Cement and Concrete Research, 42(6), pp.805–817.
  • [7] Barman, D. and Dash, S.K., 2022. Stabilization of expansive soils using chemical additives: A review. Journal of Rock Mechanics and Geotechnical Engineering.
  • [8] Bish, D.L., 1993. Rietveld refinement of the kaolinite structure at 1.5 K. Clays and Clay Minerals, 41(6), pp.738–744.
  • [9] Chen, H., Chu, J., Guo, W. and Lam, K.P., 2021. Modified Broms’ method for formation of working platform on very soft soil. Geotextiles and Geomembranes, 49(1), pp.57–71.
  • [10] Chen, H., Feng, P., Ye, S. and Sun, W., 2018. The coupling effect of calcium concentration and pH on early hydration of cement. Construction and Building Materials, 185, pp.391–401.
  • [11] Chen, Q., Luo, K., Wang, Y., Li, X., Zhang, Q. and Liu, Y., 2022. In-situ stabilization/solidification of lead/zinc mine tailings by cemented paste backfill modified with low-carbon bentonite alternative. Journal of Materials Research and Technology, 17, pp.1200–1210.
  • [12] Chu, J. and Rujikiatkamjorn, C., 2005. Ground Improvement: Case Histories. Elsevier.
  • [13] Ding, Z., Xi, W., Ji, M., Li, X., Zhang, Q. and Yan, Y., 2021. The improvement of the self-setting property of the tricalcium silicate bone cement with acid and its mechanism. Journal of Physics and Chemistry of Solids, 150, p.109825.
  • [14] Du, Y.J., Wei, M.L., Reddy, K.R., Liu, Z.P. and Jin, F., 2014. Effect of acid rain pH on leaching behavior of cement stabilized lead-contaminated soil. Journal of hazardous materials, 271, pp.131–140.
  • [15] Dubey, P. and Gupta, N., 2020. Experimental Investigation on Strength and Durability of Concrete with Partial Replacement of Cement Using Calcined Clay. In Calcined Clays for Sustainable Concrete (pp. 713–722). Springer, Singapore.
  • [16] Dupas, J.M. and Pecker, A., 1979. Static and dynamic properties of sand-cement. Journal of the Geotechnical Engineering Division, 105(3), pp.419–436.
  • [17] Dutta, J. and Mishra, A.K., 2016. Consolidation behaviour of bentonites in the presence of salt solutions. Applied Clay Science, 120, pp.61–69.
  • [18] Ferone, C., Liguori, B., Capasso, I., Colangelo, F., Cioffi, R., Cappelletto, E. and Di Maggio, R., 2015. Thermally treated clay sediments as geopolymer source material. Applied Clay Science, 107, pp.195–204.
  • [19] Goswami, D. and Choudhury, B.N., 2013. Chemical characteristics of leachate contaminated lateritic soil. International Journal of Innovative Research in Science, Engineering and Technology, 2(4), pp.999–1005.
  • [20] Gratchev, I.B. and Sassa, K., 2009. Cyclic behavior of fine-grained soils at different pH values. Journal of geotechnical and geoenvironmental engineering, 135(2), pp.271–279.
  • [21] Hausmann, M.R., 1990. Engineering principles of ground modification.
  • [22] Kaid, N., Cyr, M. and Khelafi, H., 2015. Characterization of an Algerian natural pozzolan for its use in eco-efficient cement. International Journal of Civil Engineering, 13(4), pp.444–454.
  • [23] Kogbara, R.B., Al-Tabbaa, A., Yi, Y. and Stegemann, J.A., 2012. pH-dependent leaching behaviour and other performance properties of cement-treated mixed contaminated soil. Journal of Environmental Sciences, 24(9), pp.1630–1638.
  • [24] Koupai, J.A., Fatahizadeh, M. and Mosaddeghi, M.R., 2020. Effect of pore water pH on mechanical properties of clay soil. Bulletin of Engineering Geology and the Environment, 79(3), pp.1461–1469.
  • [25] Larsen, A.H., Mortensen, J.J., Blomqvist, J., Castelli, I.E., Christensen, R., Dułak, M., Friis, J., Groves, M.N., Hammer, B., Hargus, C. and Hermes, E.D., 2017. The atomic simulation environment—a Python library for working with atoms. Journal of Physics: Condensed Matter, 29(27), p.273002.
  • [26] Latifi, N., Vahedifard, F., Ghazanfari, E. and Rashid, A.S.A., 2018. Sustainable usage of calcium carbide residue for stabilization of clays. J Mater Civ Eng, 30(6), p.04018099.
  • [27] Li, B., Ling, X., Liu, X., Li, Q. and Chen, W., 2019. Hydration of Portland cements in solutions containing high concentration of borate ions: Effects of LiOH. Cement and Concrete Composites, 102, pp.94–104.
  • [28] Li, W., Yi, Y. and Puppala, A.J., 2020. Suppressing ettringite-induced swelling of gypseous soil by using magnesia-activated ground granulated blast-furnace slag. Journal of Geotechnical and Geoenvironmental Engineering, 146(7), p.06020008.
  • [29] Lin, D.F., Lin, K.L., Hung, M.J. and Luo, H.L., 2007. Sludge ash/hydrated lime on the geotechnical properties of soft soil. Journal of hazardous materials, 145(1–2), pp.58–64.
  • [30] Liu, Q., He, Q., Li, R., Feng, Y., Lyu, X., Wang, J. and Li, L., 2022. Influence of colloidal nanosilica on hydration kinetics and properties of CaO/CaSO4-activated slag binder. International Journal of Mining Science and Technology (In Press).
  • [31] Lo, S.R. and Wardani, S.P., 2002. Strength and dilatancy of a silt stabilized by a cement and fly ash mixture. Canadian Geotechnical Journal, 39(1), pp.77–89.
  • [32] Mahedi, M., Cetin, B. and White, D.J., 2020. Cement, lime, and fly ashes in stabilizing expansive soils: performance evaluation and comparison. Journal of Materials in Civil Engineering, 32(7), p.04020177.
  • [33] Manzoor, S.O. and Yousuf, A., 2020. Stabilisation of Soils with Lime: A Review.
  • [34] Mitchell, J.K. and Freitag, D.R., 1961. Review and evaluation of soil-cement pavements. Transactions of the American Society of Civil Engineers, 126(1), pp.1123–1144.
  • [35] Munfakh, G.A., 1997. Ground improvement engineering–the state of the US practice: part 1. Methods. Proceedings of the Institution of Civil Engineers-Ground Improvement, 1(4), pp.193–214.
  • [36] Neto, A.T., Heidemann, M., Nierwinski, H.P., Barra, B.S., Hastenpflug, D. and Pérez, Y.A.G., 2020. Análise do comportamento de um solo sedimentar orgânico estabilizado com cal hidratada e cimento Portland. Brazilian Applied Science Review, 4(6), pp.3585–3600.
  • [37] Nicoleau, L., Schreiner, E. and Nonat, A., 2014. Ion-specific effects influencing the dissolution of tricalcium silicate. Cement and Concrete Research, 59, pp.118–138.
  • [38] Ouria, A. and Farsijani, A., 2019. Investigating the Consolidation and Shear Strength Behavior of Clay Soils Contaminated with Municipal Solid waste leachate. Amirkabir Journal of Civil Engineering, 51(2), pp.351–366.
  • [39] Popli, K., Park, C., Han, S.M. and Kim, S., 2021. Prediction of Solid Waste Generation Rates in Urban Region of Laos Using Socio-Demographic and Economic Parameters with a Multi Linear Regression Approach. Sustainability, 13(6), p.3038.
  • [40] Sariosseiri, F. and Muhunthan, B., 2009. Effect of cement treatment on geotechnical properties of some Washington State soils. Engineering geology, 104(1–2), pp.119–125.
  • [41] Šiler, P., Kolářová, I., Sehnal, T., Másilko, J. and Opravil, T., 2016. The determination of the influence of pH value of curing conditions on Portland cement hydration. Procedia engineering, 151, pp.10–17.
  • [42] Sunil, B.M., Shrihari, S. and Nayak, S., 2009. Shear strength characteristics and chemical characteristics of leachate-contaminated lateritic soil. Engineering Geology, 106(1–2), pp.20–25.
  • [43] Talluri, N., Puppala, A.J., Congress, S.S. and Banerjee, A., 2020. Experimental studies and modeling of high-sulfate soil stabilization. Journal of Geotechnical and Geoenvironmental Engineering, 146(5), p.04020019.
  • [44] Visser, J.H.M., 2018. Fundamentals of alkali-silica gel formation and swelling: Condensation under influence of dissolved salts. Cement and Concrete Research, 105, pp.18–30.
  • [45] Wang, S., Wu, X., Wang, Y., Li, Q. and Tao, M., 2008. Removal of organic matter and ammonia nitrogen from landfill leachate by ultrasound. Ultrasonics sonochemistry, 15(6), pp.933–937.
  • [46] Yang, Y., Wang, G., Xie, S., Tu, X. and Huang, X., 2013. Effect of mechanical property of cemented soil under the different pH value. Applied Clay Science, 79, pp.19–24.
  • [47] Zeng, L.L., Bian, X., Zhao, L., Wang, Y.J. and Hong, Z.S., 2021. Effect of phosphogypsum on physiochemical and mechanical behaviour of cement stabilized dredged soil from Fuzhou, China. Geomechanics for Energy and the Environment, 25, p.100195.
  • [48] Zhang, H., Xing, H.F. and Li, H.M., 2022. Mechanical characteristic and microstructure of salt-rich cement soil. Bulletin of Engineering Geology and the Environment, 81(3), pp.1–12.
  • [49] Zhang, J., Niu, G., Li, X. and Sun, D.A., 2020. Hydro-mechanical behavior of expansive soils with different dry densities over a wide suction range. Acta Geotechnica, 15(1), pp.265–278.
  • [50] Zhao, D. and Khoshnazar, R., 2020. Microstructure of cement paste incorporating high volume of low-grade metakaolin. Cement and Concrete Composites, 106, p.103453.
  • [51] Zhao, H., Zhou, K., Zhao, C., Gong, B.W. and Liu, J., 2016. A long-term investigation on microstructure of cement-stabilized handan clay. European Journal of Environmental and Civil Engineering, 20(2), pp.199–214.
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-069764de-431d-448c-a2cd-d2c9b0e007d5
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.