吉林大学学报(地球科学版) ›› 2019, Vol. 49 ›› Issue (3): 807-816.doi: 10.13278/j.cnki.jjuese.20170279
何俊, 王小琦, 颜兴, 万娟, 朱志政
He Jun, Wang Xiaoqi, Yan Xing, Wan Juan, Zhu Zhizheng
摘要: 以颗粒状和粉末状膨润土防水毯(GCLs)为对象,运用GDS(global digital systems)全自动渗透仪开展渗透试验,研究CaCl2溶液作用下GCLs渗透性能的温度效应,初步探讨其机理。试验表明:当水化液为0.05 mol/L的CaCl2溶液时,两种GCLs渗透系数随温度升高呈现增大趋势;当水化液为去离子水时,颗粒状GCL渗透系数随温度升高而减小,粉末状GCL渗透系数随温度升高而增大。去离子水情况下,膨润土吸附结合水量随温度升高而减小;CaCl2溶液作用下,吸附结合水量较去离子水情况大幅降低。当CaCl2溶液浓度一定时,膨润土膨胀指数随温度升高而略有增大;当温度一定时,膨润土膨胀指数随CaCl2溶液浓度升高而显著减小。以去离子水进行试验时:颗粒状和粉末状GCLs渗透系数随温度的变化主要影响因素为凝胶态蒙脱石数量,其次为流体黏滞系数和吸附结合水量;颗粒状GCLs膨润土孔隙结构越不均匀,凝胶态蒙脱石数量的影响就越显著,导致渗透系数随温度升高而减小、固有渗透率随温度升高显著降低。以CaCl2溶液进行试验时,两种GCLs渗透系数随温度变化的主要受流体黏滞系数和吸附结合水量的影响,而受凝胶态蒙脱石数量的影响较小。孔隙溶液性质、温度和膨润土类型均对GCLs的防渗性能具有重要影响。
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[1] 钱学德, 施建勇, 刘晓东. 现代卫生填埋场的设计与施工[M]. 第二版. 北京:中国建筑工业出版社, 2010. Qian Xuede, Shi Jianyong, Liu Xiaodong. Design and Construction of Modern Sanitary Landfill[M]. 2nd ed. Beijing:China Architecture and Building Press, 2010. [2] 刘田, 孙卫玲, 倪晋仁,等. GC-MS法测定垃圾填埋场渗滤液中的有机污染物[J]. 四川环境, 2007, 26(2):1-5. Liu Tian, Sun Weiling, Ni Jinren, et al. Determination of Organic Pollutants in Leachates from Two Municipal Landfills[J]. Sichuan Environment, 2007, 26(2):1-5. [3] 杨志泉, 周少奇. 广州大田山垃圾填埋场渗滤液有害成分的检测分析[J]. 化工学报, 2005, 56(11):2183-2188. Yang Zhiquan, Zhou Shaoqi. Investigation and Analysis of Hazardous Constituents in Landfill Leachate from Datianshan in Guangzhou[J]. Journal of Chemical Industry and Engineering, 2005, 56(11):2183-2188. [4] Rowe R K. Long-Term Performance of Contaminant Barrier Systems[J]. Geotechnique, 2005, 55(9):631-678. [5] 王清, 刘宇峰, 刘守伟, 等. 吉林西部盐渍土多场作用下物质特性演化规律[J]. 吉林大学学报(地球科学版), 2017, 47(3):807-817. Wang Qing, Liu Yufeng, Liu Shouwei, et al. Evolution Law of the Properties of Saline Soil in Western Jlin Province Under Multi Field Effect[J]. Journal of Jilin University (Earth Science Edition), 2017, 47(3):807-817. [6] Bouazza A, Abuel-Naga H M, Gates W P, et al. Temperature Effects on Volume Change and Hydraulic Properties of Geosynthetic Clay Liners[J]. Epidemiology, 2008, 19(6):102-109. [7] 邵玉娴, 施斌, 刘春, 等. 黏性土水理性质温度效应研究[J]. 岩土工程学报, 2011, 33(10):1576-1582. Shao Yuxian, Shi Bin, Liu Chun, et al. Temperature Effect on Hydro-Physical Properties of Clayey Soils[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(10):1576-1582. [8] 何俊, 胡晓瑾, 颜兴,等. 黏土渗透性温度效应试验[J]. 水利水电科技进展, 2017, 37(3):55-60. He Jun, Hu Xiaojin, Yan Xing, et al. Experiments on Temperature Effect on Conductivity of Compacted Clay[J]. Advances in Science and Technology of Water Resource, 2017, 37(3):55-60. [9] Cho W J, Lee J O, Chun K S. The Temperature Effects on Hydraulic Conductivity of Compacted Bentonite[J]. Applied Clay Science, 1999, 14:47-58. [10] Ye W M, Wan M, Chen B, et al. Temperature Effects on the Swelling Pressure and Saturated Hydraulic Conductivity of the Compacted GMZ01 Bentonite[J]. Environmental Earth Sciences, 2013, 68(1):281-288. [11] Abuel-Naga H M, Bouazza A. Impact of Bentonite Form on the Thermal Evolution of the Hydraulic Conductivity of Geosynthetics Clay Liners[J]. Geotechnique Letters, 2013, 3(2):26-30. [12] Ishimori H, Katsumi T. Temperature Effects on the Swelling Capacity and Barrier Performance of Geosynthetic Clay Liners Permeated with Sodium Chloride Solutions[J]. Geotextiles and Geomembranes, 2012, 33(4):25-33. [13] 徐超, 李志斌, 高彦斌. 溶液特征对GCL膨胀和渗透特性的影响[J]. 同济大学学报(自然科学版), 2009, 37(1):36-40. Xu Chao, Li Zhibin, Gao Yanbin. Influence of Solution Characteristics on Swelling and Hydraulic Performance of Geosynthetic Clay Liner[J]. Journal of Tongji University (Natural Science Edition), 2009, 37(1):36-40. [14] Liu Y, Bouazza A, Gates W P, et al. Hydraulic Performance of Geosynthetic Clay Liners to Sulfuric Acid Solutions[J]. Geotextiles and Geomembranes, 2015, 43(1):14-23. [15] 王宝, 董兴玲. 不同有效应力下矿山渗滤液对土工合成黏土衬垫渗透特性影响的试验研究[J]. 岩土力学, 2017, 38(5):1350-1358. Wang Bao, Dong Xingling. Hydraulic Conductivity of Mine Leachate Through Geosynthetic Clay Liners Under Different Effective Stresses[J]. Rock and Soil Mechanics, 2017, 38(5):1350-1358. [16] Paaswell R E. Temperature Effects on Clay Soil Consolidation[J]. Journal of the Soil Mechanics & Foundations Division, 1967. [17] 李生林, 薄遵昭. 土中结合水译文集[M]. 北京:地质出版社, 1982. Li Shenglin, Bo Zunzhao. Translation Collection of Adsorbed Water in Soil[M]. Beijing:Geological Publishing House, 1982. [18] 吴凤彩. 黏性土的吸附结合水测量和渗流的某些特点[J]. 岩土工程学报, 1984, 6(6):84-93. Wu Fengcai. The Adsorbed Bound Water Content Measurement and Some Characteristics of Seepage[J]. Chinese Journal of Geotechnical Engineering, 1984, 6(6):84-93. [19] 王铁行, 李彦龙, 苏立君. 黄土表面吸附结合水的类型和界限划分[J]. 岩土工程学报, 2014, 36(5):942-948. Wang Tiehang, Li Yanlong, Su Lijun. Types and Boundaries of Bound Water on Loess Particle Surface[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(5):942-948. [20] Prost R, Koutit T, Benchara A, et al. State and Location of Water Adsorbed on Clay Minerals:Consequences of the Hydration and Swelling-Shrinkage Phenomena[J]. Clays and Clay Minerals, 1998, 46(2):117-131. [21] Dolinar B, Macuh B. Determining the Thickness of Adsorbed Water Layers on the External Surfaces of Clay Minerals Based on the Engineering Properties of Soils[J]. Applied Clay Science, 2016, 123(35):279-284. [22] Mishra A K, Ohtsubo M, Li L, et al. Controlling Factors of the Swelling of Various Bentonites and Their Correlations with the Hydraulic Conductivity of Soil-Bentonite Mixtures[J]. Applied Clay Science, 2011, 52(1):78-84. [23] 王康达, 刘志彬, 刘松玉,等. 环境参数对冻融循环后GCL材料中膨润土膨胀指数的影响[J]. 东南大学学报(自然科学版), 2016, 46(增刊1):142-147. Wang Kangda, Liu Zhibin, Liu Songyu, et al. Influence of Environmental Factors on Swell Index of Bentonite in GCL Materials after Freeze-Thaw Cycling[J]. Journal of Southeast University (Natural Science Edition), 2016, 46(Sup.1):142-147. [24] Lee J M, Shackelford C D, Benson C H, et al. Correlating Index Properties and Hydraulic Conductivity of Geosynthetic Clay Liners[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2005, 131(11):1319-1329. [25] 钠基膨润土防水毯:JG/T 193-2006[S]. 北京:中国标准出版社, 2006. Sodium Bentonite Geosynthetic Clay Liner:JG/T 193-2006[S]. Beijing:Standards Press of China, 2006. [26] Yong R N. Overview of Modeling of Clay Microstructure and Interactions for Prediction of Waste Isolation Barrier Performance[J]. Engineering Geology, 1999, 54:83-91. [27] 何俊, 施建勇. 膨润土中饱和渗透系数的计算[J]. 岩石力学与工程学报, 2007, 26(增刊2):3920-3925. He Jun, Shi Jianyong. Calculation of Saturated Permeability Coefficient of Bentonite[J]. Chinese Journal of Rock Mechanics and Engineering, 26(Sup.2):3920-3925. [28] Gee M L, Mcguiggan P M, Israelechvili J. Liquids to Solid Like Transition of Molecularly Thin Films Under Shear[J]. Journal of Chemical Physics 1990, 93:1895-1906. [29] Guyonnet D, Gaucher E, Gaboriau H, et al. Geosynthetic Clay Liner Interaction with Leachate:Correlation Between Permeability, Microstructure, and Surface Chemistry[J]. Journal of Geochnical and Geoenvironmental Engineering, 2005, 131(6):740-748. |
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