[1] 刘松玉, 詹良通, 胡黎明, 等. 环境岩土工程研究进展[J]. 土木工程学报, 2016, 49(3): 6-30.
[2] 薛强, 詹良通, 胡黎明, 等. 环境岩土工程研究进展[J]. 土木工程学报, 2020, 53(3): 81-94.
[3] HE Y, HU G, WU D Y, et al. Contaminant migration and the retention behavior of a laterite-bentonite mixture engineered barrier in a landfill[J]. Journal of Environmental Management, 2022, 304: 114338. doi: 10.1016/j.jenvman.2021.114338
[4] 贺勇, 胡广, 张召, 等. 污染场地六价铬迁移转化机制与数值模拟研究[J]. 岩土力学, 2022, 43(2): 1-11.
[5] 中华人民共和国生态环境部. 环境保护部和国土资源部发布全国土壤污染状况调查公报[R]. 北京: 2014-04-17.
[6] MILLER R D. Freezing and heaving of staturated and unsatureted soils[J]. Highway Research Record, 1972, 393: 1-11.
[7] HARLAN R L, NIXON J F. Ground thermal regime[J]. Geotechnical Engineering for Cold Regions, 1979, 15(2): 103-108.
[8] PART M. Analysis of experiments of moisture migration caused by temperature differences in unsaturated porous medium by means of two-dimensional numerical simulation[J]. International Journal of Heat and Mass Transfer, 1986, 29(7): 1033-1039. doi: 10.1016/0017-9310(86)90202-4
[9] 王铁行, 陆海红. 温度影响下的非饱和黄土水分迁移问题探讨[J]. 岩土力学, 2004, 25(7): 1081-1084. doi: 10.3969/j.issn.1000-7598.2004.07.016
[10] 王铁行, 贺再球, 赵树德, 等. 非饱和黏土体气态水迁移试验研究[J]. 岩石力学与工程学报, 2005, 24(18): 3271-3275. doi: 10.3321/j.issn:1000-6915.2005.18.012
[11] 王铁行, 王娟娟, 张龙党. 冻结作用下非饱和黄土水分迁移试验研究[J]. 西安建筑科技大学学报(自然科学版), 2012, 44(1): 7-13.
[12] 李彦龙, 王俊, 王铁行. 温度梯度作用下非饱和土水分迁移研究[J]. 岩土力学, 2016, 37(10): 2839-2844.
[13] ZHANG H F, GE X S, YE H, et al. Heat conduction and heat storage characteristics of soils[J]. Applied Thermal Engineering, 2007, 27(2-3): 369-373. doi: 10.1016/j.applthermaleng.2006.07.024
[14] CHEN W Z, TAN X J, YU H D, et al. A fully coupled thermo-hydro-mechanical model for unsaturated porous media[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2009, 1(1): 31-40. doi: 10.3724/SP.J.1235.2009.00031
[15] 叶万军, 刘忠祥, 杨更社, 等. 温度变化条件下重塑黄土水分迁移试验[J]. 煤田地质与勘探, 2017, 45(4): 126-130. doi: 10.3969/j.issn.1001-1986.2017.04.022
[16] BAI B, XU T, NIE Q K, et al. Temperature-driven migration of heavy metal Pb2+ along with moisture movement in unsaturated soils[J]. International Journal of Heat and Mass Transfer, 2020, 153: 119573. doi: 10.1016/j.ijheatmasstransfer.2020.119573
[17] 周凤玺, 周立增, 王立业, 等. 温度梯度作用下非饱和盐渍土水盐迁移及变形特性研究[J]. 岩石力学与工程学报, 2020, 45(4): 126-130.
[18] MARTIN M, CUEVAS J, LEGUEY S. Diffusion of soluble salts under a temperature gradient after the hydration of compacted bentonite[J]. Applied Clay Science, 2000, 17(1): 55-70.
[19] ROSANNE R, PASZKUTA M, TEVISSEN E, et al. Thermodiffusion in compact clays[J]. Journal of Colloid and Interface Science, 2003, 267(1): 194-203. doi: 10.1016/S0021-9797(03)00670-2
[20] ROSANNE R, PASZKUTA M, Adler P M. Thermodiffusional transport of electrolytes in compact clays[J]. Journal of Colloid and Interface Science, 2006, 299(2): 797-805. doi: 10.1016/j.jcis.2006.03.002
[21] KONIORCZYK M, GAWIN D. Numerical modelling of coupled heat, moisture and salt transport in porous materials[J]. Computer Assisted Mechanics & Engineering Sciences, 2006, 13(4): 565-574.
[22] KONIORCZYK M, GAWIN D. Heat and moisture transport in porous building materials containing salt[J]. Journal of Building Physics, 2008, 31(31): 279-300.
[23] 杨宁芳, 牛富俊, 林战举. 重金属元素在冻土与融土中迁移的对比试验[J]. 环境污染与防治, 2009, 31(3): 36-39. doi: 10.3969/j.issn.1001-3865.2009.03.010
[24] 吴珣, 施建勇, 何俊. 非等温条件下有机污染物在黏土衬垫中的扩散分析[J]. 水文地质工程地质, 2014, 41(3): 120-124.
[25] PENG M Q, FENG S J, CHEN H X, et al. Analytical model for organic contaminant transport through GMB/CCL composite liner with finite thickness considering adsorption, diffusion and thermodiffusion[J]. Waste Management, 2021, 120(9): 448-458.
[26] PENG M Q, FENG S J, CHEN H X, et al. An analytical solution for organic pollutant diffusion in a triple-layer composite liner considering the coupling influence of thermal diffusion[J]. Computers and Geotechnics, 2021, 137: 104283. doi: 10.1016/j.compgeo.2021.104283
[27] 郭文凯. 非饱和土中的水热传输过程及重金属污染物迁移试验研究[D]. 北京: 北京交通大学, 2020.
[28] ZHOU L Z, ZHOU F X, YING S, et al. Study on water and salt migration and deformation properties of unsaturated saline soil under a temperature gradient considering salt adsorption: Numerical simulation and experimental verification[J]. Computers and Geotechnics, 2021, 134. 104094.
[29] 湖南省和清环境有限公司. 土壤及地下水重金属污染综合治理场地环境调查报告[R]. 长沙: 湖南省和清环境有限公司, 2018.
[30] HABIBAGAHI K. Temperature effect and the concept of effective void ratio[J]. Indian Geotechnical Journal, 1977, 7(1): 14-34.
[31] 王媛, 施斌, 高磊, 等. 黏性土渗透性温度效应实验研究[J]. 工程地质学报, 2010, 18(3): 351-356. doi: 10.3969/j.issn.1004-9665.2010.03.010
[32] 王铁行, 李宁, 谢定义. 非饱和黄土重力势、基质势和温度势探讨[J]. 岩土工程学报, 2004(5): 715-718. doi: 10.3321/j.issn:1000-4548.2004.05.030
[33] 李敏, 齐振霄, 姚昕妤, 等. 基于可视角度下重金属污染物在介质中的迁移规律[J]. 环境工程学报, 2023, 17(4): 1303-1312. doi: 10.12030/j.cjee.202212049