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Geogrids & reinforcement · 2026

Visualization of Vertical Load Resistance Mechanisms and Bearing Capacity of Strip Footings on Geogrid Reinforced Transparent Granular Soil Foundations

Yoshihisa Miyata, Hideto Nonoyama, Richard J. Bathurst

Original research · free full-paper access · authors credited

Research overview

Uses transparent granular soil models to visualise footing load resistance and geogrid-reinforced foundation behaviour.

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

Authors
Yoshihisa Miyata, Hideto Nonoyama, Richard J. Bathurst
Publication year
2026
DOI
10.1051/e3sconf/202674005007
Access
Full text at the original publisher or institutional repository.
Reuse
CC BY 4.0 ↗

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Topics in this paper

13 ICG 2026FoundationsGround improvementGeogrids

Apply the evidence to your project

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

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