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HDPE geomembranes · 2026

Shear Behavior of HDPE Geomembrane Interfaces with Tropical Soils

Henrique Rodrigues Lopes, Maria Alejandra Aparicio-Ardila, Jefferson Lins da Silva

Original research · free full-paper access · authors credited

Research overview

Large direct-shear tests compare smooth and textured flat-die HDPE geomembranes against lateritic clay and river sand, with rigid and soil supports. Soil type, surface texture and support changed the mobilised interface strength and failure mode; the two soils, selected geomembranes and laboratory stress range limit transfer to other liner systems. CAPES and CNPq funded the work, and Ober S/A supplied the tested geosynthetics without an author role.

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

Authors
Henrique Rodrigues Lopes, Maria Alejandra Aparicio-Ardila, Jefferson Lins da Silva
Publication year
2026
DOI
10.1007/s10706-026-03806-2
Access
Full text at the original publisher or institutional repository.
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CC BY 4.0 ↗

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Topics in this paper

HDPE geomembranetropical soilinterface shearsurface texturelarge direct shear

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

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