Geogrids & reinforcement · 2026
Numerical study of the influence of liquefiable layer thickness on the seismic response of geosynthetic encased stone column supported embankments
Original research · free full-paper access · authors credited
Research overview
Numerically examines how liquefiable layer thickness influences earthquake response of embankments supported by encased stone columns.
Kontain’s reading note. Refer to the original paper for the authors’ full methods, findings and limitations.
- Authors
- Mingchang Ji, Fuxiu Li, Haizuo Zhou, Yewei Zheng
- Publication year
- 2026
- DOI
- 10.1051/e3sconf/202674005003
- 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
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.
