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Sulfate transport assessment of cementitious materials-solidified saline soil

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References

  • Bao X, Li H. Study on the evaluation method of subgrade slope green protection effect in dry-hot valley of Sichuan-Tibet railway. Math Probl Eng. 2020;2020:1–16. doi: 10.1155/2020/7159582.
  • Zhang T, Youwu Z, Dongxin G, et al. Geocryology in China. Arct Antarct Alp Res. 2001;33(2):245. doi: 10.2307/1552227.
  • XueWen Z, Xu L, JianKun L, et al. The effect of confining boundary on soil deformation in one dimensional frost heave tests and the theoretical volume correction. Sci Cold Arid Reg. 2013;5(5):587. doi: 10.3724/SP.J.1226.2013.00587.
  • Ji Y, Zhou G, Zhao X, et al. On the frost heaving-induced pressure response and its dropping power-law behaviors of freezing soils under various restraints. Cold Reg Sci Technol. 2017;142:25–33. doi: 10.1016/j.coldregions.2017.07.005.
  • She W, Cao X, Zhao G, et al. Experimental and numerical investigation of the effect of soil type and fineness on soil frost heave behavior. Cold Reg Sci Technol. 2018;148:148–158. doi: 10.1016/j.coldregions.2018.01.015.
  • Wu Q, Zhu Y. Experimental studies on salt expansion for coarse grain soil under constant temperature. Cold Reg Sci Technol. 2002;34(2):59–65. doi: 10.1016/S0165-232X(01)00048-9.
  • Li GY, Yu WB, Ma W, et al. Experimental study of characteristics of frost and salt heaves of saline highway foundation soils in seasonally frozen regions in Gansu province. Yantu Lixue/Rock Soil Mech. 2009;30(8): 2276-2280. doi: 10.16285/j.rsm.2009.08.008.
  • Zhuang W, Li S, Yu Q. The effect of supplementary cementitious material systems on dynamic compressive properties of ultra-high performance concrete paste. Constr Build Mater. 2022;321:126361. doi: 10.1016/j.conbuildmat.2022.126361.
  • Qu ZY, Yu QL, Brouwers HJH. Relationship between the particle size and dosage of LDHs and concrete resistance against chloride ingress. Cem Concr Res. 2018;105:81–90. doi: 10.1016/j.cemconres.2018.01.005.
  • Ogawa S, Nozaki T, Yamada K, et al. Improvement on sulfate resistance of blended cement with high alumina slag. Cem Concr Res. 2012;42(2):244–251. doi: 10.1016/j.cemconres.2011.09.008.
  • Li C. permeability and chloride binding capacity of nano-modified concrete. J Build Eng.. 2021;41:102419. doi: 10.1016/j.jobe.2021.102419.
  • Mahmud Hasan Mamun M. Improvement of Sub base soil using sand-cement stabilization. AJCE. 2016;4(5):241. doi: 10.11648/j.ajce.20160405.15.
  • Mengue E, Mroueh H, Lancelot L, et al. Mechanical improvement of a fine-grained lateritic soil treated with cement for use in road construction. J. Mater. Civ. Eng.. 2017;29(11):04017206. doi: 10.1061/(asce)mt.1943-5533.0002059.
  • Chen J, Zhao H, Zhao M, et al. Prediction of permeability for fully weathered granite amended with fly ash by fractal dimensions. J Sustain Cem Based Mater. 2023;12(3):259–270. doi: 10.1080/21650373.2022.2042750.
  • Song L, Song Z, Wang C, et al. Arch expansion characteristics of highway cement-stabilized macadam base in Xinjiang, China. Constr Build Mater. 2019;215:264–274. doi: 10.1016/j.conbuildmat.2019.04.193.
  • Espinosa RM, Franke L, Deckelmann G. Phase changes of salts in porous materials: crystallization, hydration and deliquescence. Constr Build Mater. 2008;22(8):1758–1773. doi: 10.1016/j.conbuildmat.2007.05.005.
  • Selwitz C, Doehne E. The evaluation of crystallization modifiers for controlling salt damage to limestone. J Cult Herit. 2002;3(3):205–216. doi: 10.1016/S1296-2074(02)01182-2.
  • Thaulow N, Sahu S. Mechanism of concrete deterioration due to salt crystallization, in. Mater Charact. 2004;53(2–4):123–127. doi: 10.1016/j.matchar.2004.08.013.
  • Steiger M, Asmussen S. Crystallization of sodium sulfate phases in porous materials: the phase diagram Na2SO4-H2O and the generation of stress. Geochim Cosmochim Acta. 2008;72(17): 4291-4306. doi: 10.1016/j.gca.2008.05.053.
  • Scherer GW. Crystallization in pores. Cem Concr Res. 1999;29(8):1347–1358. doi: 10.1016/S0008-8846(99)00002-2.
  • Steiger M. Crystal growth in porous materials – I: the crystallization pressure of large crystals. J Cryst Growth. 2005;282(3-4): 455-469. doi: 10.1016/j.jcrysgro.2005.05.007.
  • Steiger M. Crystal growth in porous materials – II: influence of crystal size on the crystallization pressure. J Cryst Growth. 2005;282(3-4): 470-481. doi: 10.1016/j.jcrysgro.2005.05.008.
  • González MA, Irassar EF. Ettringite formation in low C3A Portland cement exposed to sodium sulfate solution. Cem Concr Res. 1997;27(7):1061–1071. doi: 10.1016/S0008-8846(97)00093-8.
  • Sahu S, Badger S, Thaulow N. Mechanism of thaumasite formation in concrete slabs on grade in southern California. Cem Concr Compos. 2003;25(8): 889-897. doi: 10.1016/S0958-9465(03)00154-9.
  • Irassar EF, Bonavetti VL, Trezza MA, et al. Thaumasite formation in limestone filler cements exposed to sodium sulphate solution at 20 °C. Cem Concr Compos. 2005;27(1):77–84. doi: 10.1016/j.cemconcomp.2003.10.003.
  • Cai Y, Ma ZH. Experimental study on water-salt movement of coastal saline soil. 2016 5th International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2016); 2016. doi: 10.2991/iccahe-16.2016.113.
  • Ismeik M, Ashteyat AM, Ramadan KZ. Stabilisation of fine-grained soils with saline water. Eur J Environ Civil Eng. 2013;17(1):32–45. doi: 10.1080/19648189.2012.720399.
  • Zhang S, Yang X, Xie S, et al. Experimental study on improving the engineering properties of coarse grain sulphate saline soils with inorganic materials. Cold Reg Sci Technol. 2020;170:102909. doi: 10.1016/j.coldregions.2019.102909.
  • Kaniraj SR, Havanagi VG. Compressive strength of cement stabilized fly ash-soil mixtures. Cem Concr Res. 1999;29(5):673–677. doi: 10.1016/S0008-8846(99)00018-6.
  • Shaikh FUA, Dobson J. Effect of fly ash on compressive strength and chloride binding of seawater-mixed mortars. J Sustain Cem Based Mater. 2019;8(5):275–289. doi: 10.1080/21650373.2019.1582370.
  • Fang J, Li X, Liu J, et al. The crystallization and salt expansion characteristics of a silty clay. Cold Reg Sci Technol. 2018;154:63–73. doi: 10.1016/j.coldregions.2018.06.009.
  • Lai Y, Wan X, Zhang M. An experimental study on the influence of cooling rates on salt expansion in sodium sulfate soils. Cold Reg Sci Technol. 2016;124:67–76. doi: 10.1016/j.coldregions.2015.12.014.
  • You Z, Lai Y, Zhang M, et al. Quantitative analysis for the effect of microstructure on the mechanical strength of frozen silty clay with different contents of sodium sulfate. Environ Earth Sci. 2017;76(4): 143. doi: 10.1007/s12665-017-6454-7.
  • Du X-Y, Ye Y-S, Zhang Q-L, et al. Experimental research on frost heaving characteristics of coarse grained soil filler of high speed railway subgrade in cold region. Proceedings of the 2014 International Conference on Mechanics and Civil Engineering; 2014. doi: 10.2991/icmce-14.2014.149.
  • ASTM INTERNATIONAL. Standard test method for measurement of rate of absorption of water by hydraulic cement concretes: ASTM C1585-13 [S]. West Conshohocken,PA: American Society for Testing Materials, 2013.
  • Halamickova P, Detwiler RJ, Bentz DP, et al. Water permeability and chloride ion diffusion in Portland cement mortars: relationship to sand content and critical pore diameter. Cem Concr Res. 1995;25(4):790–802. doi: 10.1016/0008-8846(95)00069-O.
  • Hamami AA, Turcry P, Aït-Mokhtar A. Influence of mix proportions on microstructure and gas permeability of cement pastes and mortars. Cem Concr Res. 2012;42(2):490–498. doi: 10.1016/j.cemconres.2011.11.019.
  • Ipavec A, Vuk T, Gabrovšek R, et al. Chloride binding into hydrated blended cements: the influence of limestone and alkalinity. Cem Concr Res. 2013;48:74–85. doi: 10.1016/j.cemconres.2013.02.010.
  • Sui S, Georget F, Maraghechi H, et al. Towards a generic approach to durability: factors affecting chloride transport in binary and ternary cementitious materials. Cem Concr Res. 2019;124:105783. doi: 10.1016/j.cemconres.2019.105783.
  • Liu Y, Wang Q, Liu S, et al. Experimental investigation of the geotechnical properties and microstructure of lime-stabilized saline soils under freeze-thaw cycling. Cold Reg Sci Technol. 2019;161:32–42. doi: 10.1016/j.coldregions.2019.03.003.

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