California Bearing Ratio of a Reactive Clay Treated with Nano-Additives and Cement
Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 2
Abstract
Plastic clays in subgrade may cause major engineering defects such as excessive heave or settlement during the wet season that contribute to the formation of uneven geometry at the pavement surface. Soil stabilization is often a requisite to ameliorate the engineering properties of soft soils or reactive clays. This study investigates the application of nano-silica and nano-alumina to improve the California bearing ratio (CBR) of a local clay. The clay was treated with cement (2%–8%), with nano-additive (0.1%–1.5%) and with cement and nano-additive (3% cement + 0.1%–1.5% nano-additive). The compacted sample was cured for 7 days and subjected to soaked and unsoaked CBR tests. The soaked CBR of the nontreated clay increased by 49% and 27% for 1% nano-silica and 1% nano-alumina treated clay, respectively. Although 3% cement addition improved the CBR of the soaked clay by 28%, the combination of 3% cement with 1% nano-silica and nano-alumina resulted in 196% and 164% increase in the soaked CBR of the nontreated clay, respectively. The combination of nano-additives and cement yielded the same soaked CBR as if 6%–7% cement would have been used. Clay treated with 1% nano-silica and 3% cement achieved the highest CBR value within the tested samples and the sample treated with 1% nano-alumina and 3% cement achieved the lowest free swell potential. The scanning electron microscopy (SEM) micrographs of the treated clay showed the formation of uniform fabric with fewer pore spaces and calcium silicate hydrate (CSH)/calcium aluminate hydrate (CAH) products within the fabric of nano-additive treated clay.
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Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
References
AASHTO. 1993. Standard method of test for the California bearing ratio. Washington, DC: AASHTO.
Akhgar, M., and H. Moumivand. 2015. “Sustainability analysis of Tabriz subway tunnel.” J. Civ. Eng. Urban. 5 (4): 158–164.
Al-Rawas, A. A., and M. F. A. Goosen. 2006. Expansive soils: Recent advances in characterization and treatment. Leiden, Netherlands: Taylor & Francis.
Azarafza, M., and A. Ghazifard. 2016. “Urban geology of Tabriz City: Environmental and geological constraints.” Adv. Environ. Res. 5 (2): 95–108. https://doi.org/10.12989/aer.2016.5.2.095.
Bahmani, S. H., N. Farzadnia, A. Asadi, and B. B. K. Huat. 2016. “The effect of size and replacement content of nanosilica on strength development of cement treated residual soil.” Constr. Build. Mater. 118 (Aug): 294–306. https://doi.org/10.1016/j.conbuildmat.2016.05.075.
Bahmani, S. H., B. B. K. Huat, A. Asadi, and N. Farzadnia. 2014. “Stabilization of residual soil using nanoparticles and cement.” Constr. Build. Mater. 64 (Aug): 350–359. https://doi.org/10.1016/j.conbuildmat.2014.04.086.
Behfarnia, K., and N. Salemi. 2013. “The effects of nano-silica and nano-alumina on frost resistance of normal concrete.” Constr. Build. Mater. 48 (Nov): 580–584. https://doi.org/10.1016/j.conbuildmat.2013.07.088.
Bell, F. G. 2013. Engineering geology and geotechnics. London: Newnes-Butterworths.
Chang, J., L. Zhang, and P. Wang. 2018. “Intelligent environmental nanomaterials.” Environ. Sci. Nano 5 (4): 811–836. https://doi.org/10.1039/C7EN00760D.
Changizi, F., and A. Haddad. 2015. “Strength properties of soft clay treated with mixture of nano- and recycled polyester fiber.” J. Rock Mech. Geotech. Eng. 7 (4): 367–378. https://doi.org/10.1016/j.jrmge.2015.03.013.
Changizi, F., and A. Haddad. 2016. “Effect of nano- on the geotechnical properties of cohesive soil.” Geotech. Geol. Eng. 34 (2): 725–733. https://doi.org/10.1007/s10706-015-9962-9.
Changizi, F., and A. Haddad. 2017. “Improving the geotechnical properties of soft clay with nano-silica particles.” Proc. Inst. Civ. Eng. Ground Improv. 170 (2): 62–71. https://doi.org/10.1680/jgrim.15.00026.
Chen, C., G. Habert, Y. Bouzidi, and A. Jullien. 2010. “Environmental impact of cement production: Detail of the different processes and cement plant variability evaluation.” J. Cleaner Prod. 18 (5): 478–485. https://doi.org/10.1016/j.jclepro.2009.12.014.
Cheng, Q., H. Xiao, Y. Liu, W. Wang, and L. Jia. 2019. “Primary yielding locus of cement-stabilized marine clay and its applications.” Mar. Georesour. Geotechnol. 37 (4): 488–505. https://doi.org/10.1080/1064119X.2017.1422162.
Cuisinier, O., J. C. Auriol, T. Le Borgne, and D. Deneele. 2011. “Microstructure and hydraulic conductivity of a compacted lime-treated soil.” Eng. Geol. 123 (3): 187–193. https://doi.org/10.1016/j.enggeo.2011.07.010.
Davis, S. J., et al. 2018. “Net-zero emissions energy systems.” Science 360 (6396): 1–9. https://doi.org/10.1126/science.aas9793.
Dissanayake, T. B. C. H., S. M. C. U. Senanayake, and M. C. M. Nasvi. 2017. “Comparison of the stabilization behavior of fly ash and bottom ash treated expansive soil.” J. Inst. Eng., Sri Lanka 50 (1): 11–19. https://doi.org/10.4038/engineer.v50i1.7240.
Donrak, J., M. Hoy, S. Horpibulsuk, A. Arulrajah, M. Mirzababaei, and A. S. A. Rashid. 2020. “Environmental assessment of cement-stabilised lateritic soil/melamine debris for Thailand’s pavement.” Environ. Geotech. https://doi.org/10.1680/jenge.18.00195.
Ebrahimnezhad Sadigh, E., and G. Moradi. 2017. “Geotechnical properties improvement of disturbed Tabriz marl by chemical method.” EJGE 22: 3787–3796.
Ehsani, M., N. Shariatmadaria, and S. M. Mirhosseini. 2017. “Experimental study on behavior of soil-waste tire mixtures.” Sci. Iran. 24 (1): 65–71. https://doi.org/10.24200/sci.2017.2377.
Farzadnia, N., S. H. Bahmani, A. Asadi, and S. Hosseini. 2018. “Mechanical and microstructural properties of cement pastes with rice husk ash coated with carbon nanofibers using a natural polymer binder.” Const. Build. Mater. 175 (Jun): 691–704. https://doi.org/10.1016/j.conbuildmat.2018.04.205.
Fatahi, B., T. M. Le, B. Fatahi, and H. Khabbaz. 2013. “Shrinkage properties of soft clay treated with cement and geofibers.” Geotech. Geol. Eng. 31 (5): 1421–1435. https://doi.org/10.1007/s10706-013-9666-y.
Firoozi, A. A., M. R. Taha, T. A. Khan, F. Hejazi, A. A. Firoozi, and J. M. A. Alsharef. 2019. “A novel method for mixing nanomaterials with soil.” Nano Hybrids Compos. 25 (5): 46–68. https://doi.org/10.4028/www.scientific.net/nhc.25.46.
Folk, R. L. 1980. Petrology of sedimentary rocks. Austin, TX: Hemphill Publishing Company.
Hooshmand, A., M. H. Aminfar, E. Asghari, and H. Ahmadi. 2012. “Mechanical and physical characterization of Tabriz Marls, Iran.” Geotech. Geol. Eng. 30 (1): 219–232. https://doi.org/10.1007/s10706-011-9464-3.
Huang, Y., and L. Wang. 2016. “Experimental studies on nanomaterials for soil improvement: A review.” Environ. Earth Sci. 75 (6): 497. https://doi.org/10.1007/s12665-015-5118-8.
Huat, B. B. K., D. G. Toll, and A. Prasad. 2012. Handbook of tropical residual soils engineering. London: CRC Press, Taylor & Francis.
Jalali-Milani, S., E. Asghari-Kaljahi, G. Barzegari, and M. Hajialilue-Bonab. 2017. “Consolidation deformation of Baghmisheh marls of Tabriz, Iran.” Geomech. Eng. 12 (4): 561–577. https://doi.org/10.12989/gae.2017.12.4.561.
Jiang, N.-J., Y.-J. Du, and K. Liu. 2018. “Durability of lightweight alkali-activated ground granulated blast furnace slag (GGBS) stabilized clayey soils subjected to sulfate attack.” Appl. Clay Sci. 161 (Sep): 70–75. https://doi.org/10.1016/j.clay.2018.04.014.
Karatai, T. R., J. W. Kaluli, C. Kabubo, and G. Thiong’o. 2016. “Soil stabilization using rice husk ash and natural lime as an alternative to cutting and filling in road construction.” Constr. Eng. Manage. 143 (5): 04016127. https://doi.org/10.1061/(ASCE)CO.1943-7862.0001235.
Karimiazar, J., M. Mahdad, E. S. Teshnizi, and N. Karimizad. 2020. “Assessing the geotechnical properties of soils treated with cement and nano-silica additives.” JOJ Sci. 2 (3): 56–59.
Kazmi, S. M. S., S. Abbas, M. J. Munir, and A. Khitab. 2016. “Exploratory study on the effect of waste rice husk and sugarcane bagasse ashes in burnt clay bricks.” Build. Eng. 7 (Sep): 372–378. https://doi.org/10.1016/j.jobe.2016.08.001.
Khajeh, A., H. Mola-Abasi, and S. Naderi Semsani. 2019. “Tensile strength parameters controlling of zeolite-cemented sands.” Sci. Iran. 26 (1): 213–223.
Lo, S. R., and S. P. R. Wardani. 2002. “Strength and dilatancy of a silt stabilized by a cement and fly ash mixture.” Can. Geotech. J. 39 (1): 77–89. https://doi.org/10.1139/t01-062.
Loretta, A., A. Sibel, P. Reena, and A. Shrestha. 2018. “Electrochemical soil stabilization and verification.” Geotech. Geol. Eng. 36 (2): 1283–1293. https://doi.org/10.1007/s10706-017-0392-8.
Mahouti, A., H. Katebi, and T. Akhlaghi. 2017. “Ultimate bond stress between the cement grout and Tabriz marl soil measured by laboratory and full-scale experiments.” Electron. J. Geotech. Eng. 22 (8): 2881–2892.
Marinho, F. A., and M. M. Stuermer. 2000. “The influence of the compaction energy on the SWCC of a residual soil.” In Advances in unsaturated geotechnics, 125–141. Denver: Geo-Denver 2000.
Mitchell, J. K., and K. Soga. 2005. Fundamentals of soil behavior. Hoboken, NJ: Wiley.
Nelson, J., and D. J. Miller. 1997. Expansive soils: Problems and practice in foundation and pavement engineering. New York: Wiley.
Okyay, U. S., and D. Dias. 2010. “Use of lime and cement treated soils as pile supported load transfer platform.” Eng. Geol. 114 (1–2): 34–44. https://doi.org/10.1016/j.enggeo.2010.03.008.
Onyelowe, K., et al. 2019. “Sorptivity, swelling, shrinkage, compression and durability of quarry dust treated soft soils for moisture bound pavement geotechnics.” J. Mater. Res. Technol. 8 (4): 3529–3538. https://doi.org/10.1016/j.jmrt.2019.06.029.
Penambahbaikan, M. T. S., T. A. Khan, M. R. Taha, A. A. Firoozi, and A. A. Firoozi. 2017. “California bearing ratio tests of enzyme-treated sedimentary residual soil show no improvement.” Sains Malays. 46 (8): 1259–1267.
Rambabu, T., G. V. R. Raju, and P. V. Sivapullaiah. 2016. “Swell-shrink studies on stabilized quarry dust cushion for expansive soil.” Int. J. Eng. Res. 5 (11): 871–876.
Sadrekarimi, J., A. Zekri, and H. Majidpour. 2006. “Geotechnical features of Tabriz marl.” In Proc., 10th IAEG Int. Congress. London: Geological Society of London.
Salimi, M., E. Asghari-kaljahi, and M. M. Hajialilue-bonab. 2019. Effect of lime on the plasticity of fine-grained soils of Tabriz Northern Highway Route, Iran.” In Vol. 6 of Proc., IAEG/AEG Annual Meeting Proceedings, 2018, 169–174. San Francisco: Springer.
Sariosseiri, F., and B. Muhunthan. 2009. “Effect of cement treatment on geotechnical properties of some Washington State soils.” Eng. Geol. 104 (1–2): 119–125. https://doi.org/10.1016/j.enggeo.2008.09.003.
Shenal Jayawardane, V., V. Anggraini, E. Emmanuel, L. L. Yong, and M. Mirzababaei. 2020. “Expansive and compressibility behavior of lime stabilized fiber-reinforced marine clay.” J. Mater. Civ. Eng. 32 (11): 04020328. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003430.
Taha, M. R. 2018. “Recent developments in nanomaterials for geotechnical and geoenvironmental engineering.” In Proc., 2nd Int. Congress on Materials & Structural Stability, MATEC Web Conf., 149. Les Ulis, France: EDP Sciences.
Taha, M. R., and O. M. E. Taha. 2012. “Influence of nano-material on the expansive and shrinkage soil behavior.” J. Nanopart. Res. 14 (10): 1190. https://doi.org/10.1007/s11051-012-1190-0.
Taha, O. M. E., and Z. H. Majeed, and S. M. Ahmed. 2018. “Artificial neural network prediction models for maximum dry density and optimum moisture content of stabilized soils.” Transp. Infrastruct. Geotechnol. 5 (2): 146–168.
Thomas, G., and K. Rangaswamy. 2020. “Strengthening of cement blended soft clay with nano-silica particles.” Geomech. Eng. 20 (6): 505–516.
Transportation Officials. Subcommittee on Bridges. 2007. AASHTO load and resistance factor design movable highway bridge design specifications. 2nd ed. Washington, DC: AASHTO.
Trzebiatowski, B. D., T. B. Edil, and C. H. Benson. 2005. “Case study of subgrade stabilization using fly ash: State Highway 32, Port Washington, Wisconsin.” In Recycled materials in geotechnics, 123–136. Reston, VA: ASCE.
Tsampali, E., E. C. Tsardaka, E. Pavlidou, K. M. Paraskevopoulos, and M. Stefanidou. 2019. “Comparative study of the properties of cement pastes modified with nano-silica and nano-alumina.” Solid State Phenom. 286: 133–144. https://doi.org/10.4028/www.scientific.net/ssp.286.133.
Wang, B., Y. Cai, X. A. Yin, Q. Tan, and Y. Hao. 2017. “An integrated approach of system dynamics, orthogonal experimental design and inexact optimization for supporting water resources management under uncertainty.” Water Resour. Manage. 31 (5): 1665–1694. https://doi.org/10.1007/s11269-017-1608-7.
Wang, D., Y. Jiang, and H. Wang. 2018. “Water immersion-induced strength performance of solidified soils with reactive MgO, A green and low carbon binder.” J. Test. Eval. 47 (2): 1569–1585. https://doi.org/10.1520/JTE20170098.
Wesley, L. D. 2010. Fundamentals of soil mechanics for sedimentary and residual soils. New York: Wiley.
Yadav, J. S., S. Hussain, S. K. Tiwari, and A. Garg. 2019. “Assessment of the load–deformation behaviour of rubber fibre–reinforced cemented clayey soil.” Transp. Infrastruct. Geotechnol. 6 (2): 105–136. https://doi.org/10.1007/s40515-019-00073-y.
Yadav, J. S., and S. K. Tiwari. 2017. “Assessment of geotechnical properties of uncemented/cemented clayey soil incorporated with waste crumb rubber.” J. Mater. Eng. Struct. 4 (1): 37–50.
Yao, K., W. Wang, N. Li, C. Zhang, and L. Wang. 2019. “Investigation on strength and microstructure characteristics of nano-MgO admixed with cemented soft soil.” Constr. Build. Mater. 206 (May): 160–168. https://doi.org/10.1016/j.conbuildmat.2019.01.221.
Zolfaghari, M., E. Mokhtari, and M. Morsali. 2011. “Geological evidences of collapse zones in TBM tunneling: A case study of Ghomroud water conveyance tunnel, IRAN.” In Proc., First Asian & 9th Iranaian Tunneling Symp., 8. Tehran, Iran: Iranian Tunneling Association.
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Received: Dec 28, 2020
Accepted: May 13, 2021
Published online: Nov 22, 2021
Published in print: Feb 1, 2022
Discussion open until: Apr 22, 2022
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