This catalogue excludes papers with supplier-affiliated authors or co-authors. Study results require assessment for your materials and site conditions.
2026 · IGS 13 ICG
J.J.O. Oriokot
Investigates landfill-leachate effects on hydraulic performance and chemical compatibility of GCLs.
Paper details and full-text access →2026 · IGS 13 ICG
Craig H. Benson
Shares laboratory and field lessons on GCL compatibility with aggressive industrial liquids and bentonite swelling constraints.
Paper details and full-text access →2026 · IGS 13 ICG
Erol Guler
Presents three case studies on geosynthetic approaches to reducing tyre-wear microplastic release.
Paper details and full-text access →2026 · IGS 13 ICG
Nicolò Guarena, Andrea Dominijanni, Mario Manassero, Andriy Yaroshchuk
Laboratory investigation of semipermeable membrane behaviour and PFAS transport through GCLs.
Paper details and full-text access →2026 · IGS 13 ICG
Francesco Mazzieri, Davide Bernardo, Evelina Fratalocchi
Determines chloride and potassium transport parameters in GCLs using diffusion and column testing.
Paper details and full-text access →2026 · IGS 13 ICG
Yu Yan Li, R. Kerry Rowe
Examines GCL performance beneath holed geomembrane wrinkles after degradation of carrier geotextiles.
Paper details and full-text access →2025
Leonardo Marchiori, Antonio Albuquerque, Luis Andrade Pais, Maria Eugênia Gimenez Boscov, Victor Cavaleiro
Reviews engineered barriers for landfills, dams, ponds and wastewater systems, comparing compacted clay, geomembranes, GCLs and composite arrangements. Highlights material compatibility, hydraulic performance, construction controls and gaps in sustainable-liner research.
Paper details and full-text access →2024
Paolo Carrubba
Summarises laboratory interface friction tests relevant to shallow landfill covers. Failure mode, surface wear, fluid and soil density affect friction, so high-stress test results should not be assumed suitable for low-stress interfaces.
Paper details and full-text access →2024
Juan Hou, Yinyu Sun, Chenxi Chu, Rui Sun
Pore-scale models examine how confinement changes bentonite flow paths and hydraulic conductivity. Model-derived relationships require validation for the actual GCL, hydration state and site liquid.
Paper details and full-text access →2024
Arifuzzaman, Md Mizanur Rahman, Md Rajibul Karim, Guna Alankarage Hewa, Robyn Rawlings, Asif Iqbal
Reviews vegetation-based landfill covers alongside conventional clay and geosynthetic caps. Useful for comparing alternatives, with performance dependent on climate, soil thickness, vegetation and maintenance rather than a universal replacement for barrier liners.
Paper details and full-text access →2023
Yang Liu, Xinxin Li, Yuanzhuo Tu, Yulong Lu
Investigates GCL hydraulic behaviour with mining leachates at different temperatures. Useful for compatibility assessment; the tested liquids and bentonite do not represent every mine or GCL.
Paper details and full-text access →2023
Hao Li, Jinbang Zhang, Juan Hou
An idealised pore-scale model explores how polymer viscosity, surface tension and wetting influence hydrogel retention and hydraulic conductivity. The findings support attention to polymer persistence; they are modelling results rather than project-scale validation.
Paper details and full-text access →2022
Naveedh Ahmed S., Le Hung Anh, Nguyen Trung Thanh, Pham Thi Mai Thao, Petra Schneider
Evaluates alternative mineral sealing-layer mixtures for landfill caps and their environmental impacts. Provides capping-system context and a comparison with conventional clay and bentonite materials; it does not establish performance equivalence for particular commercial geosynthetics.
Paper details and full-text access →2017
De-Jun Kong, Huai-Na Wu, Jin-Chun Chai, Arul Arulrajah
Reviews the hydraulic, chemical, diffusion and mechanical behaviour of GCLs, including self-healing and polymer-treated bentonite. Useful for understanding why hydration, confinement and liquid chemistry must be considered together.
Paper details and full-text access →2014
Kuo Tian, Craig H. Benson
WM2014 conference paper comparing conventional and polymer-modified GCLs under synthetic low-level radioactive-waste leachates. This is the two-author conference version, distinct from the later journal article.
Paper details and full-text access →2013
H. Bannour; C. Barral; N. Touze-Foltz
Measures leakage through damaged BGM–GCL composite liners and compares the effects of the BGM surface contacting the GCL. The study examines hydraulic behaviour; it does not demonstrate chemical compatibility for every containment application.
Paper details and full-text access →2011
R. Kerry Rowe, M. T. Rayhani, W. A. Take, G. Siemens, R. W. I. Brachman
Laboratory study of hydration of three GCLs subjected to daily thermal cycles over different subsoils. Shows that cycling can substantially limit equilibrium water uptake under the tested conditions.
Paper details and full-text access →2010
S. Currie, D. Parra
Conference paper on heap-leach pad stability and liner construction on steep slopes, including GCL deployment, anchorage and placement of drainage gravel.
Paper details and full-text access →2006
N. Touze-Foltz, M. Barroso
Develops empirical and semi-empirical equations for liquid flow through geomembrane defects above GCLs, considering contact conditions and defect geometry.
Paper details and full-text access →