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GCL & bentonite · 2026

Hydrodynamic Simulation of Swelling of Bentonite Granules and Hydraulic Conductivity of Geosynthetic Clay Liner

Li Gong, Juan Hou, Fuqiang Zhang

Original research · free full-paper access · authors credited

Research overview

An idealised two-dimensional model links nonuniform bentonite swelling to evolving flow paths. The simulated conductivity changes explain a mechanism; they are not measured design values or validation of a commercial GCL.

Kontain’s reading note. Refer to the original paper for the authors’ full methods, findings and limitations.

Authors
Li Gong, Juan Hou, Fuqiang Zhang
Publication year
2026
DOI
10.3390/pr14193105
Access
Full text at the original publisher or institutional repository.
Reuse
CC BY 4.0 ↗

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Topics in this paper

bentonite hydrationgranule swellingpore-scale modellinghydraulic conductivity

Apply the evidence to your project

Materials, test conditions, exposure and loading matter. Research findings need project-specific assessment before use as design inputs.

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