German recommendations on geosynthetic clay liners (GCL) in geotechnics and hydraulic engineering applications

机译：德国对土工和水利工程应用中的土工合成粘土衬里（GCL）的建议

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The sub-working group UG 4 for geosynthetic clay liner properties, design aspects and test methods in geotechnics and hydraulic engineering is established in 1994 as part of the working group Ak 5.1 "Geosynthetics for Geotechnics and Hydraulic Engineering" within the German Geotechnical Society (DGGT). The UG 4 results are fixed in the first German technical recommendations EAG-GTD (2002) relating geosynthetic clay liners. The main objective is giving technical advises in manufacturing aspects, design requirements and installation of geosynthetic clay liners as well as basic information relating quality testing methods, quality assurance, tendering and contracting. The technical recommendations EAG-GTD (2002) are directed to construction clients, civil engineers and practical users in the field of geotechnical and hydraulic engineering applications.

机译：于1994年成立的UG 4子工作组是土工合成和水利工程中的土工合成材料粘土衬层特性，设计方面和测试方法，是德国岩土工程学会（DGGT）Ak 5.1“岩土和水利工程用土工合成材料”工作组的一部分）。 UG 4的结果已在有关土工合成粘土衬里的德国第一份技术建议EAG-GTD（2002）中得到了解决。主要目的是就制造方面，土工合成粘土衬里的设计要求和安装以及有关质量测试方法，质量保证，招标和承包的基本信息提供技术建议。 EAG-GTD（2002）的技术建议针对岩土和水力工程应用领域的建筑客户，土木工程师和实际用户。

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《International Symposium on Clay Geosynthetic Barriers, Apr 16-17, 2002, Nuremberg, Germany》|2002年|p.381-385|共5页
会议地点 Nuremberg Germany
作者
D. Heyer; F. Saathoff; H. Zanzinger;
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Technical University Munich, Germany;

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原文格式 PDF
正文语种 eng
中图分类 P6;
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1. Insight into hydraulic conductivity testing of geosynthetic clay liners (GCLs) exhumed after 5 and 7 years in a cover [J] . Rowe R. K., Brachman R. W. I., Hosney M. S., Canadian Geotechnical Journal . 2017,第8期

机译：在盖子中5至7岁后挖掘出土工合成粘土衬里（GCLS）的液压导电性测试的洞察
2. Hydraulic Conductivity Testing of Geosynthetic Clay Liners (GCLs) Using the Constant Volume Method [J] . Xiaodong Wang, Craign H. Benson Geotechnical Testing Journal . 1999,第4期

机译：恒定体积法测试土工合成粘土衬里（GCL）的水力传导率
3. Water retention and swelling behaviour of granular bentonites for application in Geosynthetic Clay Liner (GCL) systems [J] . Seiphoori A., Laloui L., Ferrari A., Soils and foundations . 2016,第3期

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4. German recommendations on geosynthetic clay liners (GCL) in geotechnics and hydraulic engineering applications [C] . D. Heyer, F. Saathoff, H. Zanzinger International symposium on clay geosynthetic barrier . 2002

机译：关于土工合成粘土衬垫（GCL）的德国建议，在岩土和液压工程应用中
5. Cation exchange and long-term hydraulic conductivity of geosynthetic clay liners (GCLs) permeated with inorganic salt solutions. [D] . Jo, Ho Young. 2003

机译：充满无机盐溶液的土工合成粘土衬里（GCL）的阳离子交换和长期导水率。
6. Effect of overburden confining stress on hydraulic performance of geosynthetic clay liners (GCLs) [O] . I.A. Weerasinghe, C. Gallage, L. Dawes 2021

机译：覆盖压力压力对土工合成粘土衬里水力性能的影响（GCLS）
7. Effect of overburden confining stress on hydraulic performance of geosynthetic clay liners (GCLs) [O] . I.A. Weerasinghe, C. Gallage, L. Dawes 2021

机译：覆盖压力压力对土工合成粘土衬里水力性能的影响（GCLS）
8. Geosynthetic Clay Liners (GCLs) in Landfill Covers [R] . Daniel, D. E. 1993

机译：垃圾填埋场中的土工合成粘土衬垫（GCL）

German recommendations on geosynthetic clay liners (GCL) in geotechnics and hydraulic engineering applications

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