Freezing-thawing behaviour of saline soil with various anti-saline measures

References

• Archer, D. G. (1992). Thermodynamic properties of the NaCl+H2O system.2. thermodynamic properties of NaCl (aq), NaCl·2H2O (CR),and phase equilibrium. Journal of Physical and Chemical Reference Data, 21, 793–829.10.1063/1.555915
   Web of Science ®Google Scholar
• Bing, H., & Ma, W. (2011a). Experiment study on freezing point of saline soil. Journal of Glaciology and Geocryology, 33, 1106–1113 (in Chinese).
   Google Scholar
• Bing, H., & Ma, W. (2011). Laboratory investigation of the freezing point of saline soil. Cold Regions Science and Technology, 67, 79–88. doi:10.1016/j.coldregions.2011.02.008
   Web of Science ®Google Scholar
• Bishnoi, S., & Uomoto, T. (2008). Strain-temperature hysteresis in concrete under cyclic freeze-thaw conditions. Cement and Concrete Composites, 30, 374–380. doi:10.1016/j.cemconcomp.2008.01.005
   Web of Science ®Google Scholar
• Brun, M., Lallemand, A., Quinson, J. F., & Eyraud, C. (1977). A new method for the simultaneous determination of the size and shape of pores: The thermoporometry. Thermochimica Acta, 21, 59–88. doi:10.1016/0040-6031(77)85122-8
   Web of Science ®Google Scholar
• Castellazzi, G., Colla, C., de Miranda, S., Formica, G., Gabrielli, E., Molari, L., & Ubertini, F. (2013). A coupled multiphase model for hygrothermal analysis of masonry structures and prediction of stress induced by salt crystallization. Construction and Building Materials, 41, 717–731. doi:10.1016/j.conbuildmat2012.12.045
   Web of Science ®Google Scholar
• Chen, X. G., Luo, J. B., & Zhang, S. H. (2006). The technologies of highway construction in desert area. Beijing: China Communications Press (in Chinese).
   Google Scholar
• Chen, X. B., Liu, J. K., Liu, H. X., & Wang, Y. Q. (2011). Frost action of soil and foundation engineering. Beijing: Science Press (in Chinese).
   Google Scholar
• Coussy, O., & Monteiro, P. (2007). Unsaturated poroelasticity for crystallization in pores. Computers and Geotechnics, 34, 279–290. doi:10.1016/j.compgeo.2007.02.007
   Web of Science ®Google Scholar
• Espinosa, R. M., Franke, L., & Deckelmann, G. (2008). Phase changes of salts in porous materials: Crystallization, hydration and deliquescence. Construction and Building Materials, 22, 1758–1773. doi:10.1016/j.conbuildmat.2007.05.005
   Web of Science ®Google Scholar
• Fu, X. C., Shen, W. X., Yao, T. Y., & Hou, W. H. (2005). Physical and chemistry. Beijing: Higher Education Press (in Chinese).
   Google Scholar
• Kaufmann, J. P. (2004). Experimental identification of ice formation in small concrete pores. Cement and Concrete Research, 34, 1421–1427. doi:10.1016/j.cemconres.2004.01.022
   Web of Science ®Google Scholar
• Koniorczyk, M., & Gawin, D. (2011). Numerical modeling of salt transport and precipitation in non-isothermal partially saturated porous media considering kinetics of salt phase changes. Transport in Porous Media, 87, 57–76. doi:10.1007/s11242-010-9668-7
   Web of Science ®Google Scholar
• Koniorczyk, M., & Konca, P. (2013). Experimental and numerical investigation of sodium sulphate crystallization in porous materials. Heat and Mass Transfer, 49, 437–449. doi:10.1007/s00231-012-1093-8
   Web of Science ®Google Scholar
• Li, G. Y., Yu, W. B., Ma, W., Qi, J. L., Jin, H. J., & Sheng, Y. (2009). Experimental study of characteristics of frost and salt heaves of saline highway foundation soils in seasonally frozen regions in Gansu Province. Rock and Soil Mechanics, 38, 2276–2280. (in Chinese).
   Google Scholar
• Li, S. Y., Zhang, M. Y., Tian, Y. B., Pei, W. S., & Zhong, H. (2015). Experimental and numerical investigations on frost damage mechanism of a canal in cold regions. Cold Regions Science and Technology, 116, 1–11. doi:10.1016/j.coldregions.2015.03.013
   Web of Science ®Google Scholar
• Liu, L., Ye, G., Schlangen, E., Chen, H. S., Qian, Z. W., Sun, W., & van Breugel, K. (2011). Modeling of the internal damage of saturated cement paste due to ice crystallization pressure during freezing. Cement and Concrete Composites, 33, 562–571. doi:10.1016/j.cemconcomp.2011.03.001
   Web of Science ®Google Scholar
• Multon, S., Sellier, A., & Perrin, B. (2012). Numerical analysis of frost effects in porous media. Benefits and limits of the finite element poroelasticity formulation. International Journal for Numerical and Analytical Methods in Geomechanics, 36, 438–458. doi:10.1002/nag.1014
   Web of Science ®Google Scholar
• Niu, X. R. (2006). The study and numerical simulation on moistureheatsaltstress coupled mechanism in the sulphate saline soil subgrade. Chang’an University, Xi’an (in Chinese).
   Google Scholar
• Okorafor, O. C. (1999). Solubility and density isotherms for the sodium sulfate−water−methanol system. Journal of Chemical & Engineering Data, 44, 488–490. doi:10.1021/je980243v
   Web of Science ®Google Scholar
• Pitzer, K. S. (1975). Thermodynamics of electrolytes. V. effects of higher-order electrostatic terms. Journal of Solution Chemistry, 4, 249–265. doi:10.1007/BF00646562
   Web of Science ®Google Scholar
• Powers, T. C., & Helmuth, R. A. (1953). Theory of volume changes in hardened Portland cement paste during freezing. In Proceedings of the Thirty-Second Annual Meeting of the Highway Research Board (p. 285), Washington, D. C.
   Google Scholar
• Qiu, G. Q. (1991). Improvement of saline soils in the seasonally frozen ground regions. Journal of Glaciology and Geocryology, 13, 9–16 (in Chinese).
   Google Scholar
• Rahman, S., & Grasley, Z. (2014). A poromechanical model of freezing concrete to elucidate damage mechanisms associated with substandard aggregates. Cement and Concrete Research, 55, 88–101. doi:10.1016/j.cemconres.2013.10.001
   Web of Science ®Google Scholar
• Scherer, G. W. (1999). Crystallization in pores. Cement and Concrete Research, 29, 1347–1358. doi:10.1016/S0008-8846(99)00002-2
   Web of Science ®Google Scholar
• Steiger, M. (2005). Crystal growth in porous materials-I: The crystallization pressure of large crystals. Journal of Crystal Growth, 282, 455–469. doi:10.1016/j.jcrysgro.2005.05.007
   Web of Science ®Google Scholar
• Steiger, M. (2005). Crystal growth in porous materials-II: Influence of crystal size on the crystallization pressure. Journal of Crystal Growth, 282, 470–481. doi:10.1016/j.jcrysgro.2005.05.008
   Web of Science ®Google Scholar
• Steiger, M., & Asmussen, S. (2008). Crystallization of sodium sulfate phases in porous materials: The phase diagram Na2SO4H2O and the generation of stress. Geochimica et Cosmochimica Acta, 72, 4291–4306. doi:10.1016/j.gca.2008.05.053
   Web of Science ®Google Scholar
• Sun, Z. H., & Scherer, G. W. (2010). Pore size and shape in mortar by thermoporometry. Cement and Concrete Research, 40, 740–751. doi:10.1016/j.cemconres.2009.11.011
   Web of Science ®Google Scholar
• Tan, D. S., Sun, Y. M., Hu, L. X., Jiang, F. Q., & Zhang, F. L. (2011). Salt expansion properties and mechanism of saline soil in Xinjiang section of Lanzhou–Xinjiang railway and preventive measures. Journal of the China Railway Society, 33, 83–88. (in Chinese). doi:10.3969/j.issn.1001-8366.2011.09.015
   Google Scholar
• Tice, A. R., Anderson, D. M., & Banin, A. (1976). The prediction of unfrozen water contents in frozen soils from liquid limit determinations. In Symposium on Frost Action on Roads, Paris.
   Google Scholar
• Wan, X. S., & Lai, Y. M. (2013). Experimental study on freezing temperature and salt crystal precipitation of sodium sulphate soulotion and sodium sulphate saline soil. Chinese Journal of Geotechnical Engineering, 35, 2090–2096 (in Chinese).
   Google Scholar
• Wan, X. S., Lai, Y. M., & Wang, C. (2015). Experimental study on the freezing temperatures of saline silty soils. Permafrost and Periglacial Processes, 26, 175–187. doi:10.1002/ppp.1837
   Web of Science ®Google Scholar
• Wang, Z. D., Zeng, Q., Wang, L., Yao, Y., & Li, K. F. (2013). Characterizing blended cement pastes under cyclic freeze–thaw actions by electrical resistivity. Construction and Building Materials, 44, 477–486. doi:10.1016/j.conbuildmat.2013.02.042
   Web of Science ®Google Scholar
• Wardeh, G., Mohamed, M. A. S., & Ghorbel, E. (2011). Analysis of concrete internal deterioration due to frost action. Journal of Building Physics, 35, 54–82. doi:10.1177/1744259110370854
   Web of Science ®Google Scholar
• Wu, D. Y., Lai, Y. M., Ma, Q. G., & Wang, C. (2016). Model test study of water and salt migration and deformation characteristics in seasonally frozen soil. Rock and Soil Mechanics, 37, 465–476 (in Chinese). doi:10.16285/j.rsm.2016.02.020
   Web of Science ®Google Scholar
• Wu, D. Y., Lai, Y. M., & Zhang, M. Y. (2017). Thermo-hydro-salt-mechanical coupled model for saturated porous media based on crystallization kinetics. Cold Regions Science and Technology, 133, 97–107. doi:10.1016/j.coldregions.2016.10.012
   Web of Science ®Google Scholar
• Wu, Q. B., & Zhu, Y. L. (2002). Experimental studies on salt expansion for coarse grain soil under constant temperature. Cold Regions Science and Technology, 34, 59–65. doi:10.1016/S0165-232X(01)00048-9
   Web of Science ®Google Scholar
• Xu, X. Z., Wang, J. C., & Zhang, L. X. (2010). Physics of Frozen soils. Beijing: Science Press (in Chinese).
   Google Scholar
• Zhang, Y., Fan, J. H., Liu, J. K., & Xu, A. H. (2011). Field tests on reinforcement effects of ground treatment of composite foundation in saline soils by dynamic compaction replacement. Chinese Journal of Geotechnical Engineering, 33, 251–254 (in Chinese).
   Google Scholar
• Zhou, Y. W., Guo, D. X., Qiu, G. Q., Cheng, G. D., & Li, S. D. (2000). Geocryology in China. Beijing: Science Press (in Chinese).
   Google Scholar