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Geosynthetic clay liners: Perceptions and misconceptions

Geotextiles and geomembranes, 2020-04, Vol.48 (2), p.137-156

Rowe, R. Kerry

2020

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Physical and mechanical performance of an HDPE geomembrane in 10 mining solutions with different pHs

Canadian geotechnical journal, 2023-07, Vol.60 (7), p.978-993

2023

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Impact of Porous Media Grain Size on the Transport of Multi-walled Carbon Nanotubes

Environmental science & technology, 2011-11, Vol.45 (22), p.9765-9775

2011

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The need to consider the service life of all components of a modern MSW landfill liner system

Waste management (Elmsford), 2023-04, Vol.161, p.43-51

2023

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Factors affecting multicomponent GCL-geomembrane interface transmissivity for landfills

Geosynthetics international, 2022-10, Vol.29 (5), p.476-494

2022

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Effect of added polymer on the desiccation and healing of a geosynthetic clay liner subject to thermal gradients

Geotextiles and geomembranes, 2020-12, Vol.48 (6), p.928-939

2020

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Protecting the Environment with Geosynthetics: 53rd Karl Terzaghi Lecture

Journal of geotechnical and geoenvironmental engineering, 2020-09, Vol.146 (9)

Rowe, R. Kerry

2020

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Leakage and Contaminant Transport through a Single Hole in the Geomembrane Component of a Composite Liner

Journal of geotechnical and geoenvironmental engineering, 2013-03, Vol.139 (3), p.357-366

2013

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Potential for Desiccation of Geosynthetic Clay Liners Used in Barrier Systems

Journal of geotechnical and geoenvironmental engineering, 2013-10, Vol.139 (10), p.1648-1664

2013

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Heat mitigation in geosynthetic composite liners exposed to elevated temperatures

Geotextiles and geomembranes, 2017-10, Vol.45 (5), p.406-417

2017

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Clogging of finger drain systems in MSW landfills

Waste management (Elmsford), 2012-12, Vol.32 (12), p.2342-2352

2012

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Chemical interaction and hydraulic performance of geosynthetic clay liners isothermally hydrated from silty sand subgrade

Geotextiles and geomembranes, 2019-12, Vol.47 (6), p.740-754

2019

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Reductions in GCL Overlap Beneath an Exposed Geomembrane

Journal of geotechnical and geoenvironmental engineering, 2018-12, Vol.144 (12)

2018

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Effect of High pH Found in Low-Level Radioactive Waste Leachates on the Antioxidant Depletion of a HDPE Geomembrane

Journal of hazardous, toxic and radioactive waste, 2017-01, Vol.21 (1)

2017

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Magnitude and significance of tensile strains in geomembrane landfill liners

Geotextiles and geomembranes, 2019-06, Vol.47 (3), p.439-458

2019

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Numerical Simulation of Geosynthetic Clay Liner Desiccation under High Thermal Gradients and Low Overburden Stress

International journal of geomechanics, 2019-07, Vol.19 (7)

2019

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Modeling of Leachate Collection Systems with Filter Separators in Municipal Solid Waste Landfills

Journal of environmental engineering (New York, N.Y.), 2013-08, Vol.139 (8), p.1042-1052

2013

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Modeling contaminant transport through composite liner with a hole in the geomembrane

Canadian geotechnical journal, 2012-07, Vol.49 (7), p.773-781

2012

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Changes in geosynthetic clay liner (GCL) properties after 2 years in a cover over arsenic-rich tailings

Canadian geotechnical journal, 2013-03, Vol.50 (3), p.326-342

2013

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Long-term stress crack resistance of HDPE fusion seams aged at 85 °C in synthetic leachate

Canadian geotechnical journal, 2023-03, Vol.60 (3), p.251-268

2023

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Seepage through a circular geomembrane hole when covered by fine-grained tailings under filter incompatible conditions

Canadian geotechnical journal, 2022-03, Vol.59 (3), p.410-423

2022

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Design of reinforced embankments on soft clay deposits considering the viscosity of both foundation and reinforcement

Geotextiles and geomembranes, 2011-10, Vol.29 (5), p.448-461

2011

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A general solution for leakage through geomembrane defects overlain by saturated tailings and underlain by highly permeable subgrade

Geotextiles and geomembranes, 2022-08, Vol.50 (4), p.694-707

2022

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An empirical equation predicting the saturated hydraulic conductivity of tailings

Canadian geotechnical journal, 2024-09, Vol.61 (9), p.2042-2047

2024

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Piping of silty sand tailings through a circular geomembrane hole

Geotextiles and geomembranes, 2022-02, Vol.50 (1), p.183-196

2022

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Geosynthetic clay liners: Perceptions and misconceptions

Physical and mechanical performance of an HDPE geomembrane in 10 mining solutions with different pHs

Impact of Porous Media Grain Size on the Transport of Multi-walled Carbon Nanotubes

The need to consider the service life of all components of a modern MSW landfill liner system

Factors affecting multicomponent GCL-geomembrane interface transmissivity for landfills

Effect of added polymer on the desiccation and healing of a geosynthetic clay liner subject to thermal gradients

Protecting the Environment with Geosynthetics: 53rd Karl Terzaghi Lecture

Leakage and Contaminant Transport through a Single Hole in the Geomembrane Component of a Composite Liner

Potential for Desiccation of Geosynthetic Clay Liners Used in Barrier Systems

Heat mitigation in geosynthetic composite liners exposed to elevated temperatures

Clogging of finger drain systems in MSW landfills

Chemical interaction and hydraulic performance of geosynthetic clay liners isothermally hydrated from silty sand subgrade

Reductions in GCL Overlap Beneath an Exposed Geomembrane

Effect of High pH Found in Low-Level Radioactive Waste Leachates on the Antioxidant Depletion of a HDPE Geomembrane

Magnitude and significance of tensile strains in geomembrane landfill liners

Numerical Simulation of Geosynthetic Clay Liner Desiccation under High Thermal Gradients and Low Overburden Stress

Modeling of Leachate Collection Systems with Filter Separators in Municipal Solid Waste Landfills

Modeling contaminant transport through composite liner with a hole in the geomembrane

Changes in geosynthetic clay liner (GCL) properties after 2 years in a cover over arsenic-rich tailings

Long-term stress crack resistance of HDPE fusion seams aged at 85 °C in synthetic leachate

Seepage through a circular geomembrane hole when covered by fine-grained tailings under filter incompatible conditions

Design of reinforced embankments on soft clay deposits considering the viscosity of both foundation and reinforcement

A general solution for leakage through geomembrane defects overlain by saturated tailings and underlain by highly permeable subgrade

An empirical equation predicting the saturated hydraulic conductivity of tailings

Piping of silty sand tailings through a circular geomembrane hole

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