As an alternative of traditional compacted clay layer,sodium bentonite geosynthetic clay liner(hereinafter referred to as GCL) has excellent performance of anti-seepage and isolation, hence has been widely used in the anti-seepage engineering of water conservancy, environmental protection, transportation and other fields. GCL has been applied in China for over two decades, but misunderstandings about GCL still exist, which hinders the further application of GCL. In this article, problems of GCL, inclusive of the flatness of geo-woven, the performance of bentonite, the cognition and the testing methods, are expounded according to our experiences in GCL production and research for over a decade. Results suggest that uneven geo-woven is not available for producing GCL; powdered GCL should be selected for project with GCL as a main impermeable layer; although as a secondary barrier layer in environmental projects, GCL is an important part of the whole anti-seepage system; detection of flatness and leakage should be included and also the early hydraulic conductivity of GCL should be reflected in the testing standards of GCL.
Key words
GCL /
natural bentonite /
circular geo-woven /
powdered bentonite /
flatness
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References
[1] 周正兵,王 钊,王俊奇. GCL——一种新型复合土工材料的特性及应用综述. 长江科学院院报,2002,19(1): 35-38.
巴 图.膨润土防水毯特性测试及对其防渗性能影响的研究.呼和浩特:内蒙古农业大学,2011.
JG/T 193—2006,钠基膨润土防水毯. 北京:中国标准出版社,2006.
郑勇亚.膨润土防水毯应用若干问题探讨.中国建筑防水,2011,21(9):4-7.
何 俊.膨润土水化膨胀行为简化计算.河海大学学报(自然科学版),2006,34(3):299-301.
GB/T 20973—2007,膨润土.北京:中国标准出版社,2007.
ASTM D5993—14, Standard Test Method for Measuring Mass Per Unit of Geosynthetic Clay Liners. West Conshohocken, PA: ASTM International, 2014.
ASTM D5887—16, Standard Test Method for Measurement of Index Flux Through Saturated Geosynthetic Clay Liner Specimens Using a Flexible Wall Permeameter.West Conshohocken, PA: ASTM International, 2016.
BONAPARTE R,DANIEL D E,KOERNER R M.Assessment and Recommendations for Improving the Performance of Waste Containment Systems.Cincinnati,Ohio:USEPA,National Risk Management Research Laboratory,2009.