Effect of freeze-thaw cycles on static properties of cement stabilised subgrade silty soil

References

• Abdulrahman, A., Marwen, B., and Muzahim, A.M., 2014. Impact of freeze-thaw cycles on mechanical behavior of lime stabilized gypseous soils. Cold Region Science and Technology, 99, 38–45.
   Web of Science ®Google Scholar
• Ahmed, F., 2020. Strength and consolidation characteristics for cement stabilized cohesive soil considering consistency index. Geotechnical and Geological Engineering.
   Web of Science ®Google Scholar
• Anca, H., et al., 2015. Effect of freeze-thaw cycling on the mechanical properties of lime-stabilized expansive clays. Cold Region Science and Technology, 119, 151–157.
   Web of Science ®Google Scholar
• Andres, R.J., Gibala, R., and Barenberg, E.J., 1976. Some factors affecting the durability of lime-fly ash-aggregate mixtures. Transportation Research Record, 560, 1–10.
   Google Scholar
• Anupam, A. and Kumar, P., 2013. Use of various agricultural and industrial waste Materials in Road construction. Procedia Social and Behavioral Sciences, 104 (2), 264–273.
   Google Scholar
• Bing, W., 1991. Freezing damage and prevention. Harbin: Harbin Institute of Technology Press.
   Google Scholar
• Boz, A., et al., 2018. Mechanical properties of lime-treated clay reinforced with different types of randomly distributed fibers. Arabian Journal of Geosciences, 11, 122.
   Web of Science ®Google Scholar
• Cai, Y.C., et al., 2012. Study of dynamic response of silty sand subgrade loaded by airplane. Rock and Soil Mechanics, 33 (9), 193–198.
   Google Scholar
• Cao, Z.G. and Zhang, D.W, 2015. Key parameters controlling unconfined compressive strength of soil-cement mixtures. Rock Mechanics and Engineering, 34 (supp.1), 3446–3454.
   Google Scholar
• Chang, D., et al., 2014. Experiment study of effects of freezing-thawing cycles on mechanical properties of Qinghat-Tibet silty sand. Rock Mechanics and Engineering, 33 (7), 1496–1502.
   Google Scholar
• Chen, S.L., et al., 2018. Research on the mechanical properties of cemented soil based on triaxial compression tests. Bulletin of the Chinese Ceramic Society, 37 (12), 4012–4017.
   Google Scholar
• Chen, X.B., et al., 2011. Freezing action of soil and foundation. Beijing: Science Press, p. 10–15.
   Google Scholar
• Chen, W.C. and Yang, W.J., 2019. Experimental study on unconfined compressive strength of cement-modified sand. Journal of China and Foreign Highway, 39 (6), 188–196.
   Google Scholar
• Cheng, P.F., Yu, D.Z., and Fan, Y.Q., 2011. Monitoring and analysis of moisture and temperature of silty soil subgrade in seasonally frozen region. Highway, 10, 192–197.
   Google Scholar
• Collins, K. and McGown, A., 1974. The form and function of microfabric feature in a variety of natural soils. Geotechnique, 24 (2), 93–98.
   Web of Science ®Google Scholar
• Cui, W., Li, H.L., and Mu, N.M., 2003. Experimental research on engineering character of improved expansive soil with lime. Rock and Soil Mechanics, 24 (4), 606–609.
   Google Scholar
• Erlingsson, S., Rahman, S., and Salour, F., 2017. Characteristic of unbound granular materials and subgrades based on multi stage RLT testing. Transportation Geotechnics, 13, 28–42.
   Web of Science ®Google Scholar
• Han, Y., et al., 2018. Effect of freeze-thaw cycles on shear strength of saline soil. Cold Region Science and Technology, 154, 42–53.
   Web of Science ®Google Scholar
• He, Y., 2010. Dynamic and static mechanical properties study on polypropylene fiber improving fly ash soil. Changchun: Jilin University.
   Google Scholar
• Hossain, K.M.A., Lachemi, M., and Easa, S., 2007. Stabilized soils for construction applications incorporating natural resources of Papua New Guinea. Resources Conservation and Recycling, 51 (4), 711–731.
   Web of Science ®Google Scholar
• Hossain, K.M.A. and Mol, L., 2011. Some engineering properties of stabilized clayey soils incorporating natural pozzolans and industrial wastes. Construction and Building Materials, 25 (8), 3495–3501.
   Web of Science ®Google Scholar
• Konrad, J.M., 1989. Physical processes during freeze-thaw cycles in clayey silt. Cold Region Science and Technology, 16 (3), 291–303.
   Web of Science ®Google Scholar
• Kumar, P. and Singh, S.P., 2008. Fiber-reinforced fly ash subbases in rural roads. Journal of Transportation Engineering, 134 (4), 171–180.
   Web of Science ®Google Scholar
• Li, L., et al., 2015. Effects of climatic factors on mechanical properties of cement and fiber reinforced clays. Geotechnology and Geological Engineering, 33 (3), 537–548.
   Web of Science ®Google Scholar
• Li, J.J. and Liang, R.W., 2009. Research on compression strength and modulus of deformation of cemented soil. Rock and Soil Mechanics, 30 (2), 473–477.
   Google Scholar
• Liu, Y., Chen, J.H., and Zhu, Z.Q., 2019. Static mechanical properties of argillaceous slate coarse-grained soil improved by cement. Journal of Central South University (Science and Technology), 50 (1), 139–144.
   Google Scholar
• Lu, Y., et al., 2019. Volume changes and mechanical degradation of a compacted expansive soil under freeze-thaw cycles. Cold Regions Science and Technology, 157, 206–214.
   Web of Science ®Google Scholar
• Lu, Y., et al., 2020. Freeze-thaw performance of a cement-treated expansive soil. Cold Regions Science and Technology, 170, 102926. doi:10.1016/j.coldregions.2019.102926.
   Web of Science ®Google Scholar
• Ma, W., Xu, X.Z. and Zhang, L.X., 1999. Influence of frost and thaw cycles on shear strength of lime silt. Chinese Journal of Geotechnical Engineering, 21 (2), 158–160.
   Google Scholar
• Mohseni, S., Payan, M., and Chenari, R.J, 2018. Soil–structure interaction analysis in natural heterogeneous deposits using random field theory. Innovative Infrastructure Solutions, 3 (1), 62.
   Web of Science ®Google Scholar
• Qi, J.L., et al., 2006. A review of the influence of freeze-thaw cycles on soil geotechnical properties. Permafrost and Periglacial Processes, 17 (3), 245–252.
   Web of Science ®Google Scholar
• Qi, J.L., Ma, W., and Song, C.X., 2008. Influence of freeze-thaw on engineering properties of a silty soil. Cold Region Science and Technology, 53 (3), 397–404.
   Web of Science ®Google Scholar
• Tang, L., et al., 2018. The effect of freeze-thaw cycling on the mechanical properties of expansive soils. Cold Region Science and Technology, 145, 197–207.
   Web of Science ®Google Scholar
• Tuğba, E., Selim, A., and İrem, K., 2015. Assessment of strength development and freeze–thaw performance of cement treated clays at different water contents. Cold Region Science and Technology, 111, 50–59.
   Web of Science ®Google Scholar
• Wang, D.Y., et al., 2007. Effects of cyclic freezing and thawing on mechanical properties of Qinghai-Tibet clay. Cold Region Science and Technology, 48 (1), 34–43.
   Web of Science ®Google Scholar
• Wang, F., et al., 2010. Study on engineering properties of silt sand and construction technology of subgrade. Journal of China and Foreign Highway, 30 (3), 42–45.
   Google Scholar
• Wang, L.F., et al., 2019. Experimental study on unconfined compressive strength of modified cement soil of the waste ash. Bulletin of Science and Technology, 35 (12), 166–170.
   Google Scholar
• Wang, T.L., Liu, J.K., and Tian, Y.H., 2011. Static properties of cement- and lime-modified soil subjected to freeze-thaw cycles. Rock and Soil Mechanics, 32 (1), 193–198.
   Google Scholar
• Wei, C., Apel, D.B., and Zhang, Y.H., 2019. Shear behavior of ultrafine magnetite tailings subjected to freeze-thaw cycles. International Journal of Mining Science and Technology, 29, 609–616.
   Web of Science ®Google Scholar
• Wei, X. and Ku, T., 2020. New design chart for geotechnical ground improvement: characterizing cement-stabilized sand. Acta Geotechnica, 15 (4), 999–1011.
   Web of Science ®Google Scholar
• Wu, G., et al., 2019. Experimental study on compression of cement-soil with different cement content. Building Structure, 49 (supp.2), 635–638.
   Google Scholar
• Xu, L.N., et al., 2020. Effect of freeze-thaw cycling on the mechanical properties of fiber-reinforced cement soil. Bulletin of the Chinese Ceramic Society, 50 (3), 109–113.
   Google Scholar
• Xu, Y.D., et al., 2020. Studying the mix design and investigating the photocatalytic performance of pervious concrete containing TiO2-soaked recycled aggregates. Journal of Cleaner Production, 248, 119–281.
   Web of Science ®Google Scholar
• Xu, X.Z., Wang, J.C., and Zhang, L.X., 2010. Physics of frozen soil, 2nd ed. Beijing: Science Press, p. 75–82.
   Google Scholar
• Yarbasi, N., Kalkan, E., and Akbulut, S., 2007. Modification of the geotechnical properties, as influenced by freeze-thaw of granular soil with waste additives. Cold Region Science and Technology, 48 (1), 44–54.
   Web of Science ®Google Scholar
• Yu, L.L., et al., 2010. Influence of freeze-thaw on shear strength properties of saturated silty clay. Rock and Soil Mechanics, 31 (8), 2448–2452.
   Google Scholar
• Zaman, M.M. and Naji, K.N., 2003. Effect of freeze-thaw cycles on class C fly ash stabilized aggregate base. In: proceedings of the 82nd annual meeting: transportation Research board, 12-16 January, Washington, the United States.
   Google Scholar
• Zhan, G.F., et al., 2015. Research on influence of freeze-thaw cycles on static strength of lime-treated silty clay. Rock and Soil Mechanics, 36 (supp.2), 351–356.
   Google Scholar
• Zhang, J.S., Duan, X.L., and Ma, D.D., 2020. Strength and failure characteristics of soil-cement under coupling of chloride salt and freeze-thaw cycles. Journal of Glaciology and Geocryology.
   Google Scholar
• Zhang, H.Z., Liu, H.B., and Wang, J., 2018. Effect of freeze-thaw and water content on mechanical properties of compacted clayey soil. Rock and Soil Mechanics, 39 (1), 158–164.
   Web of Science ®Google Scholar
• Zhou, Y.W., et al., 2000. Geocryology in China. Beijing: Science Press, p. 37–45.
   Google Scholar