Australia-based · Global geosynthetic supply & engineering support | Site investigations · SAKontain capability brochure

GCL & bentonite · 2026

Shear Behavior of GMTC/BPC-GCL Interface Under Dry and Hydrated Conditions with Varying Polymer Content

Juan Hou, Zhenyi Shi, Xuelei Xie

Original research · free full-paper access · authors credited

Research overview

Large direct-shear tests compare a textured HDPE geomembrane against conventional and polymer-modified GCLs in dry and hydrated states. Hydration reduced interface strength, and the 3.5% polymer formulation performed better than the 5.5% formulation under the tested conditions; the proprietary polymer, selected materials and laboratory stress range limit transfer to other liner systems.

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

Authors
Juan Hou, Zhenyi Shi, Xuelei Xie
Publication year
2026
DOI
10.3390/polym18121423
Access
Full text at the original publisher or institutional repository.
Reuse
CC BY 4.0 ↗

Read the full paper

Use your email and a one-time code for free access. No payment or password required. The paper opens at its publisher or repository.

Read the full paper →Search all research papers →

Topics in this paper

textured geomembranepolymer-modified GCLinterface shearhydrationlarge direct shear

Apply the evidence to your project

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

Kontain provides geosynthetic supply and engineering support. Inclusion in this catalogue does not imply author endorsement or product certification.