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

Geogrids & reinforcement · 2026

Numerical Analysis of Stability of Geosynthetic-Reinforced Embankments over Aggregate Columns-Improved Soft Ground under Undrained Conditions

Haohua Chen, Jie Han, Robert L. Parsons

Original research · free full-paper access · authors credited

Research overview

Analyses stability of reinforced embankments on column-improved soft ground under undrained loading conditions.

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

Authors
Haohua Chen, Jie Han, Robert L. Parsons
Publication year
2026
DOI
10.1051/e3sconf/202674005004
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.