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首页> 外文期刊>International Journal of Geosynthetics and Ground Engineering >Predicting Swelling Behavior of a Na~+-Bentonite Used in GCLs
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Predicting Swelling Behavior of a Na~+-Bentonite Used in GCLs

机译:预测GCL中使用的Na〜+膨润土的溶胀行为

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摘要

The swelling behavior of a Na~+-bentonite used in geosynthetic clay liners with lower dry unit weights (less than about 11 kN/ m3) was investigated experimentally, and analyzed by diffuse double layer (DDL) theory. Four types of liquid were used. It has been found that the measured swelling pressures are about 20% of that predicted by DDL theory. There are linear relationships between the calculated double layer thickness and the measured corresponding free swelling index and liquid limit.
机译:实验研究了用于干重较低(小于约11 kN / m3)的土工合成粘土衬里的Na〜+膨润土的溶胀行为,并通过弥散双层(DDL)理论进行了分析。使用了四种类型的液体。已经发现测得的溶胀压力约为DDL理论预测的溶胀压力的20%。计算的双层厚度与测得的相应的自由溶胀指数和液体极限之间存在线性关系。

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