|
|
|
Abstract The offshore and seabed silty clays are typical chloride saline soils since they are soaked in seawater. This paper aims at characterizing the frost heave mechanism of chloride silty clay. A series of open-system one-dimensional frost heave tests were conducted on chloride silty clay to investigate the frost heave and water-salt migration during freezing. The Nuclear Magnetic Resonance(NMR) relaxometry tests were performed to obtain the pore-size distribution of specimens at a specific time of interest during freezing. The internal relationship between microstructure change and frost heave was discussed. The results of open-system one-dimensional frost heave tests indicated that the propagations of freezing front,water-salt migration and frost heave were dependent on the salt content. The freezing front quickly developed,moved at a high rate and then gradually stabilized. The location of the freezing front at the thermal equilibrium was farther away from the cold end in a lower-salt content specimen. The water potential gradient was higher in lower-salt content specimen,driving more water-salt migration. The frost heave decreased with increasing the salt content and the solution intake induced frost heave dominated in the total frost heave. At the end of freezing process,the frost heave ratio increased and then decreased with increasing the salt content. It was found out that a threshold(i.e.,1% salt content) existed,at which the minimal frost heave ratio could be identified. The NMR results indicated that mesopores account for the main part of specimen voids and mesopores transformed into macro- and micropores during freezing. The lower the salt content,the greater the transformation ratio of the pore volume. For that more amount of water-ice phase change can be identified in low-salt content specimen,leading to more significant microstructure change. Consequently,the specimen with lower salt content experienced a larger amount of frost heave.
|
|
|
|
|
|
| [1] 王升福,樊文虎,戴道文,等. 人工冻结作用下原状软黏土冻融特性试验[J]. 林业工程学报,2020,5(4):154–160.(WANG Shengfu,FAN Wenhu,DAI Daowen,et al. Experimental study on freeze-thaw characteristics of undisturbed soft clay under artificial freezing[J]. Journal of Forestry Engineering,2020,5(4):154–160.(in Chinese))
[2] BING H,MA W. Laboratory investigation of the freezing point of saline soil[J]. Cold Regions Science and Technology,2011,67(1/2):79–88.
[3] WAN X S,YANG Z H. Pore water freezing characteristic in saline soils based on pore size distribution[J]. Cold Regions Science and Technology,2020,173:103030.
[4] FAN W H,YANG P,YANG Z H. Impact of freeze-thaw on the physical properties and compressibility of saturated clay[J]. Cold Regions Science and Technology,2019,168:102873.
[5] 杨 平,刘健鹏,张 婷. 含盐冻土物理力学特性研究现状与展望[J]. 林业工程学报,2019,4(6):11–19.(YANG Ping,LIU Jianpeng,ZHANG Ting. Physical and mechanical properties of frozen saline soil:research status and prospect[J]. Journal of Forestry Engineering,2019,4(6):11–19.(in Chinese))
[6] WAN X S,LIU E L,QIU E X,et al. Study on phase changes of ice and salt in saline soils[J]. Cold Regions Science and Technology,2020,172:102988.
[7] XIAO Z A,LAI Y M,YOU Z M,et al. The phase change process and properties of saline soil during cooling[J]. Arabian Journal for Science and Engineering,2017,42(9):3 923–3 932.
[8] 吴道勇,赖远明,马勤国,等. 季节冻土区水盐迁移及土体变形特性模型试验研究[J]. 岩土力学,2016,37(2):465–476.(WU Daoyong,LAI Yuanming,MA Qinguo,et al. Model test study of water and salt migration and deformation characteristics in seasonally frozen soil[J]. Rock and Soil Mechanics,2016,37(2):465–476.(in Chinese))
[9] 肖泽岸,赖远明,尤哲敏. 单向冻结过程中NaCl盐渍土水盐运移及变形机制研究[J]. 岩土工程学报,2017,39(11):1 992–2 001. (XIAO Zean,LAI Yuanming,YOU Zhemin. Water and salt migration and deformation mechanism of sodium chloridesoil during unidirectional freezing process[J]. Chinese Journal of Geotechnical Engineering,2017,39(11):1 992–2 001.(in Chinese))
[10] SARSEMBAYEVA A,COLLINS P E F. Evaluation of frost heave and moisture/chemical migration mechanisms in highway subsoil using a laboratory simulation method[J]. Cold Regions Science and Technology,2017,133:26–35.
[11] TABER S. Frost heaving[J]. Journal of Geology,1929,37(5):428–461.
[12] ZHOU J Z,WEI C F,LI D Q,et al. A moving-pump model for water migration in unsaturated freezing soil[J]. Cold Regions Science and Technology,2014,104–105:14–22.
[13] ZHANG M Y,ZHANG X Y,XU X T,et al. Water-heat migration and frost-heave behavior of a saturated silty clay with a water supply[J]. Experimental Heat Transfer,2017,30(6):517–529.
[14] BING H,HE P,ZHANG Y. Cyclic freeze-thaw as a mechanism for water and salt migration in soil[J]. Environmental Earth Sciences,2015,74:675–681.
[15] HOU R J,LI T X,FU Q,et al. Research on the distribution of soil water,heat,salt and their response mechanisms under freezing conditions[J]. Soil and Tillage Research,2020,196:104486.
[16] 肖泽岸,赖远明. 冻融和干湿循环下盐渍土水盐迁移规律研究[J]. 岩石力学与工程学报,2018,37(增1):3 738–3 746.(XIAO Zean,LAI Yuanming. Study on water and salt transfer mechanism in saline soil under freezing-thawing and dry-wet conditions[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(Supp.1):3 738–3 746. (in Chinese))
[17] 张殿发,郑琦宏. 冻融条件下土壤中水盐运移规律模拟研究[J]. 地理科学进展,2005,24(4):46–55.(ZHANG Dianfa,ZHENG Qihong. Simulation of water-salt movement law under the freeze-thawing condition[J]. Progress in Geography,2005,24(4):46–55.(in Chinese))
[18] LU J G,ZHANG M Y,ZHANG X Y,et al. Experimental study on the freezing-thawing deformation of a silty clay[J]. Cold Regions Science and Technology,2018,151:19–27.
[19] 周凤玺,王立业,赖远明. 饱和盐渍土渗透吸力的回顾及研究[J]. 岩土工程学报,2020,42(7):1 199–1 210.(ZHOU Fengxi,WANG Liye,LAI Yuanming. Review and research on osmotic suction of saturated saline soils[J]. Chinese Journal of Geotechnical Engineering,2020,42(7):1 199–1 210.(in Chinese))
[20] LIU J P,YANG P,YANG Z H. Water and salt migration mechanisms of saturated chloride clay during freeze-thaw in an open system[J]. Cold Regions Science and Technology,2021,186:103277.
[21] ZHOU J,TANG Y Q. Experimental inference on dual-porosity aggravation of soft clay after freeze-thaw by fractal and probability analysis[J]. Cold Regions Science and Technology,2018,153:181–196.
[22] 周 洁,李泽垚,许静怡. 含盐量对上海人工冻融软黏土特性的影响[J]. 铁道工程学报,2020,(11):19–24.(ZHOU Jie,LI Zeyao,XU Jingyi. Effects of salt content on the characteristics of artificial freeze-thaw soft clay in Shanghai[J]. Journal of Railway Engineering Society,2020,(11):19–24.(in Chinese))
[23] 张勃文,丁 智,何绍衡,等. 冻压条件下冻融软土孔隙特征与动力特性分析[J]. 岩石力学与工程学报,2020,39(11):2 329–2 340. (ZHANG Bowen,DING Zhi,HE Shaoheng,et al. Experimental study on pore features and dynamic behaviors of soft clay under different confine pressures during freezing[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(11):2 329–2 340.(in Chinese))
[24] LIU J P,YANG P,LI L,et al. Characterizing the pore size distribution of a chloride silt soil during freeze-thaw processes via nuclear magnetic resonance relaxometry[J]. Soil Science Society of America Journal,2020,84(5):1 577–1 591.
[25] 徐敩祖,王家澄,张立新. 冻土物理学[M]. 北京:科学出版社,2010:48–52.(XU Xiaozu,WANG,Jiacheng,ZHANG Lixin. Frozen soil physics[M]. Beijing:Science Press,2001:48–52.(in Chinese))
[26] KONARD J M. Influence of freezing mode on frost heave characteristics[J]. Cold Regions Science and Technology,1988,15:161–175.
[27] AZMATCH T F,SEGO D C,ARENSON A U,et al. Using soil freezing characteristic curve to estimate the hydraulic conductivity function of partially frozen soils[J]. Cold Regions Science and Technology,2012,83/84:103–109. |
|
|