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

Geogrids & reinforcement · 2026

Stability of Geosynthetic-Reinforced Pile-Supported Embankments – is membrane or soil arching effect more important?

Yining Hu, Laurent Briançon, Daniel Dias

Original research · free full-paper access · authors credited

Research overview

Examines the relative contributions of membrane action and soil arching to pile-supported reinforced embankments.

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

Authors
Yining Hu, Laurent Briançon, Daniel Dias
Publication year
2026
DOI
10.1051/e3sconf/202674005012
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

13 ICG 2026FoundationsGround improvement

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.