膨润土
导水率
浸出(土壤学)
土工合成粘土衬垫
扩散
氯化物
岩土工程
材料科学
渗滤液
含水层
地下水
平流
土壤科学
环境科学
矿物学
化学
地质学
土壤水分
热力学
环境化学
冶金
物理
作者
Kristin Sample‐Lord,Shan Tong,Gretchen L. Bohnhoff,Daniel Adeleke,Sayed Arafat B. Rahman
出处
期刊:Geotechnical Testing Journal
[ASTM International]
日期:2024-08-19
卷期号:47 (5): 1083-1098
摘要
Abstract Bentonite-based materials are used extensively in engineered containment barriers to limit leakage and advective flux of contaminants into the surrounding environment because of the high osmotic swell, low hydraulic conductivity (k), and absorption properties of the bentonite. Diffusion becomes an important, if not dominant, contaminant transport mechanism relative to advection in barriers with k < 10−9 m/s. However, measurement of bentonite diffusion coefficients often requires long test durations, limiting available data for modeling barrier performance. A new dialysis-leaching test (DLT) method was developed and refined for measuring diffusion properties of clayey materials. The method is relatively simple (e.g., can be performed independently by an undergraduate student), time efficient (<5-day duration), and may be applied for a range of clays/clay mixtures and temperatures. In addition to describing the DLT methodology, example results are provided herein for apparent diffusion coefficients measured for a range of bentonite-based barrier materials using potassium chloride and calcium chloride solutions. Experimental results were found to be reproducible between two independent laboratories and are compared with data measured with existing diffusion test methods.
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