聚合物洗脱对膨润土-聚合物复合土工合成粘土衬垫与土工膜界面抗剪强度的影响

Jiannan Chen, S. Gustitus, C. Benson
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引用次数: 2

摘要

研究了膨润土-聚合物复合土工合成粘土衬垫(BPC-GCLs)与土工织构膜(GM)的界面抗剪强度,并与常规钠基膨润土复合土工合成粘土衬垫(NaB-GCLs)与土工织构膜(GM)的界面抗剪强度进行了比较。在相同的法向应力下,BPC-GCL/GM界面的峰值抗剪强度低于NaB-GCL/GM界面。低剪切强度的水合聚合物凝胶洗脱到BPC-GCL/GM界面是导致界面剪切强度降低的原因。聚合物洗脱在水化过程中最大,但在剪切过程中也有发生。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of polymer elution on interface shear strength between bentonite-polymer composite geosynthetic clay liners and geomembranes
Interface shear strength between bentonite-polymer composite geosynthetic clay liners (BPC-GCLs) and a textured geomembrane (GM) was investigated and compared to the interface shear strength between conventional Na-bentonite GCLs (NaB-GCLs) and the GM. Lower peak shear strength was observed in BPC-GCL/GM interfaces compared to NaB-GCL/GM interfaces under the same normal stress. Elution of hydrated polymer gel with low shear strength into the BPC-GCL/GM interface was identified as the cause of lower interface shear strength.. Polymer elution was greatest during hydration, but also occurred during shearing.
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