• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
TIAN Gai-lei, ZHANG Zhi-hong. Coupled model for contaminant diffusion, osmosis and consolidation in soil considering thermal effects[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(2): 278-287. DOI: 10.11779/CJGE202202009
Citation: TIAN Gai-lei, ZHANG Zhi-hong. Coupled model for contaminant diffusion, osmosis and consolidation in soil considering thermal effects[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(2): 278-287. DOI: 10.11779/CJGE202202009

Coupled model for contaminant diffusion, osmosis and consolidation in soil considering thermal effects

More Information
  • Received Date: December 24, 2020
  • Available Online: September 22, 2022
  • To explore the influences of temperature on pollutant transport, a coupled model for contaminant diffusion in soils, osmosis and consolidation considering the thermal effects is proposed to reflect the dynamic changes of physical properties of soils and transport properties in the process of pollutant transport and realize the coupling of diffusion, osmosis and consolidation. On the basis of verifying the validity of the model, the effects of thermal diffusion, thermo-osmosis, thermal consolidation and their combined effect on pollutant transport are analyzed. The simulated results show that the thermal diffusion and thermo-osmosis can accelerate contaminant transport, and with the increase of Soret coefficient and thermal permeability, the thermal diffusion and thermo-osmosis effects enhance. However, the thermal consolidation can slow down the pollutant transport rate, but with the increase of expansion coefficient of soils, the accumulation concentration of pollutant at the bottom of clay layer has little change. When the temperature difference is 40 K, the breakthrough time with considering the combined effects of thermal diffusion, thermo-osmosis and thermal consolidation can be shortened by 53.97 years compared with the results without considering the thermal effects.
  • [1]
    陈云敏, 谢海建, 张春华. 污染物击穿防污屏障与地下水土污染防控研究进展[J]. 水利水电科技进展, 2016, 36(1): 1–10. https://www.cnki.com.cn/Article/CJFDTOTAL-SLSD201601002.htm

    CHEN Yun-min, XIE Hai-jian, ZHANG Chun-hua. Review on penetration of barriers by contaminants and technologies for groundwater and soil contamination control[J]. Advances in Science and Technology of Water Resources, 2016, 36(1): 1–10. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLSD201601002.htm
    [2]
    RAMREDDY C, MURTHY P V S N, CHAMKHA A J, et al. Soret effect on mixed convection flow in a nanofluid under convective boundary condition[J]. International Journal of Heat and Mass Transfer, 2013, 64: 384–392. doi: 10.1016/j.ijheatmasstransfer.2013.04.032
    [3]
    张春华. 填埋场复合衬垫污染物热扩散运移规律及其优化设计方法[D]. 杭州: 浙江大学, 2018.

    ZHANG Chun-hua. Mechanisms for Contaminant Transport in Landfill Composite Liners under Thermal Effect and its Optimization Design Method[D]. Hangzhou: Zhejiang University, 2018. (in Chinese)
    [4]
    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
    [5]
    ROSANNE M, 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
    [6]
    XIE H J, ZHANG C H, SEDIGHI M, et al. An analytical model for diffusion of chemicals under thermal effects in semi-infinite porous media[J]. Computers and Geotechnics, 2015, 69: 329–337. doi: 10.1016/j.compgeo.2015.06.012
    [7]
    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. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG201403024.htm

    WU Xun, SHI Jian-yong, HE Jun. An analysis of organic contaminant diffusion through clay liner under the condition of transient temperature[J]. Hydrogeology & Engineering Geology, 2014, 41(3): 120–124. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG201403024.htm
    [8]
    何俊, 颜兴, 胡晓瑾, 等. 考虑热扩散的黏土衬垫中污染物运移简化计算[J]. 工程地质学报, 2018, 26(2): 400–406. https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201802015.htm

    HE Jun, YAN Xing, HU Xiao-jin, et al. Simplified calculation method for contaminant transport in compacted clay liner considering thermal diffusion[J]. Journal of Engineering Geology, 2018, 26(2): 400–406. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201802015.htm
    [9]
    ROSHAN H, ANDERSEN M S, ACWORTH R I. Effect of solid-fluid thermal expansion on thermo-osmotic tests: an experimental and analytical study[J]. Journal of Petroleum Science and Engineering, 2015, 126: 222–230. doi: 10.1016/j.petrol.2014.12.005
    [10]
    GONÇALVÈS J, TRÉMOSA J. Estimating thermo-osmotic coefficients in clay-rocks: I. Theoretical insights[J]. Journal of Colloid and Interface Science, 2010, 342(1): 166–174. doi: 10.1016/j.jcis.2009.09.056
    [11]
    GONCALVES J, JI Y C, MATRAY J M, et al. Analytical expressions for thermo-osmotic permeability of clays[J]. Geophysical Research Letters 2018, 45(2): 691–698. doi: 10.1002/2017GL075904
    [12]
    YANG Y, GUERLEBECK K, SCHANZ T. Thermo-osmosis effect in saturated porous medium[J]. Transport in Porous Media, 2014, 104(2): 253–271. doi: 10.1007/s11242-014-0332-5
    [13]
    ZAGORŠČAK R, SEDIGHI M, THOMAS H R. Effects of thermo-osmosis on hydraulic behavior of saturated clays[J]. International Journal of Geomechanics, 2017, 17(3): 04016068. doi: 10.1061/(ASCE)GM.1943-5622.0000742
    [14]
    ZAGORSCAK R, Thomas H R. Thermo-osmosis in saturated shale[C]// ACME-UK: Conference on Computational Mechanics. ACM, 2016.
    [15]
    PAASWELL R E. Temperature effects on clay soil consolidation[J]. Journal of the Soil Mechanics and Foundations Division, 1967, 93(3): 9–22. doi: 10.1061/JSFEAQ.0000982
    [16]
    JOSHAGHANI M, GHASEMI-FARE O. A study on thermal consolidation of fine grained soils using modified consolidometer[C]// Eighth International Conference on Case Histories in Geotechnical Engineering. March 24–27, 2019, Philadelphia, Pennsylvania. Reston, VA, USA: American Society of Civil Engineers, 2019: 148–156.
    [17]
    HABIBAGAHI K. Temperature effect and the concept of effective void ratio[J]. Indian Geotechnical Journal, 1977, 7(1): 14–34.
    [18]
    MITCHELL J K, KAO T C. Measurement of soil thermal resistivity[J]. Journal of the Geotechnical Engineering Division, 1978, 104(10): 1307–1320. doi: 10.1061/AJGEB6.0000706
    [19]
    白冰. 岩土颗粒介质非等温—维热固结特性研究[J]. 工程力学, 2005, 22(5): 186–191. doi: 10.3969/j.issn.1000-4750.2005.05.034

    BAI Bing. One- dimensional thermal consolidation characteristics of geotechnical media under non-isothermal condition[J]. Engineering Mechanics, 2005, 22(5): 186–191. (in Chinese) doi: 10.3969/j.issn.1000-4750.2005.05.034
    [20]
    DELAGE P, SULTAN N, CUI Y J. On the thermal consolidation of Boom clay[J]. Canadian Geotechnical Journal, 2000, 37(2): 343–354. doi: 10.1139/t99-105
    [21]
    SANAVIA L, BONIFETTO G, LALOUI L. Thermo-elasto- plastic consolidation analysis with water phase change[C]// Fifth Biot Conference on Poromechanics. 2013, Vienna, Austria. Reston, VA, USA: American Society of Civil Engineers, 2013.
    [22]
    钮家军, 凌道盛, 王秀凯, 等. 饱和单层土体一维热固结精确解[J]. 岩土工程学报, 2019, 41(9): 1715–1723. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201909018.htm

    NIU Jia-jun, LING Dao-sheng, WANG Xiu-kai, et al. Exact solutions for one-dimensional thermal consolidation of single-layer saturated soil[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(9): 1715–1723. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201909018.htm
    [23]
    孙德安, 薛垚, 汪磊. 变荷载作用下考虑半透水边界热传导性的一维饱和土热固结特性研究[J]. 岩土力学, 2020(5): 1465–1473. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX202005002.htm

    (SUN De-an, XUE Yao, WANG Lei. Analysis of one-dimensional thermal consolidation of saturated soil considering heat conduction of semi-permeable drainage boundary under varying loading[J]. Rock and Soil Mechanics, 2020(5): 1465–1473. (in Chinese https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX202005002.htm
    [24]
    PETERS G P, SMITH D W. The influence of advective transport on coupled chemical and mechanical consolidation of clays[J]. Mechanics of Materials, 2004, 36(5/6): 467–486.
    [25]
    FRANÇOIS B, LALOUI L, LAURENT C. Thermo-hydro- mechanical simulation of ATLAS in situ large scale test in Boom Clay[J]. Computers and Geotechnics, 2009, 36(4): 626–640. doi: 10.1016/j.compgeo.2008.09.004
    [26]
    HART R D, ST JOHN C M. Formulation of a fully-coupled thermal—mechanical—fluid flow model for non-linear geologic systems[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1986, 23(3): 213–224.
    [27]
    THOMAS H R, HE Y. A coupled heat-moisture transfer theory for deformable unsaturated soil and its algorithmic implementation[J]. International Journal for Numerical Methods in Engineering, 1997, 40(18): 3421–3441. doi: 10.1002/(SICI)1097-0207(19970930)40:18<3421::AID-NME220>3.0.CO;2-C
    [28]
    MALUSIS M A, KANG J B, SHACKELFORD C D. Restricted salt diffusion in a geosynthetic clay liner[J]. Environmental Geotechnics, 2015, 2(2): 68–77. doi: 10.1680/envgeo.13.00080
    [29]
    张志红, 韩林, 田改垒. 饱和土体热–水–力–化全耦合一维溶质运移模型[J]. 东南大学学报(自然科学版), 2019, 49(6): 1178–1186. https://www.cnki.com.cn/Article/CJFDTOTAL-DNDX201906022.htm

    ZHANG Zhi-hong, HAN Lin, TIAN Gai-lei. One-dimensional transport model for solute with thermo-hydro-mechanical-chemical soupling in saturated soil[J]. Journal of Southeast University (Natural Science Edition), 2019, 49(6): 1178–1186. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DNDX201906022.htm
    [30]
    YAN H X, SEDIGHI M, XIE H J. Thermally induced diffusion of chemicals under steady-state heat transfer in saturated porous media[J]. International Journal of Heat and Mass Transfer, 2020, 153: 119664. doi: 10.1016/j.ijheatmasstransfer.2020.119664
    [31]
    DO N Y, LEE S R. Temperature effect on migration of Zn and Cd through natural clay[J]. Environmental Monitoring and Assessment, 2006, 118(1/2/3): 267–291.
    [32]
    吴瑞潜. 饱和土一维热固结解析理论研究[D]. 杭州: 浙江大学, 2008.

    WU Rui-qian. Analytical Study on One-Dimensional Thermal Consolidation Theory of Saturated Soil[D]. Hangzhou: Zhejiang University, 2008. (in Chinese)
    [33]
    HONG P Y, PEREIRA J M, TANG A M, et al. On some advanced thermo-mechanical models for saturated clays[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2013, 37(17): 2952–2971. doi: 10.1002/nag.2170
    [34]
    张文杰, 陈云敏, 詹良通. 垃圾填埋场渗滤液穿过垂直防渗帷幕的渗漏分析[J]. 环境科学学报, 2008, 28(5): 925–929. doi: 10.3321/j.issn:0253-2468.2008.05.018

    ZHANG Wen-jie, CHEN Yun-min, ZHAN Liang-tong. Transport of leachate through vertical curtain grouting in landfills[J]. Acta Scientiae Circumstantiae, 2008, 28(5): 925–929. (in Chinese) doi: 10.3321/j.issn:0253-2468.2008.05.018

Catalog

    Article views (282) PDF downloads (224) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return