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Geogrids & reinforcement · 2024

Influence of Apparatus Scale on Geogrid Monotonic and Cyclic/Post-Cyclic Pullout Behavior in Cohesive Soils

Sergio Rincón Barajas, Gabriel Orquizas Mattielo Pedroso, Fernanda Bessa Ferreira, Jefferson Lins da Silva

Original research · free full-paper access · authors credited

Research overview

Compares small- and large-box monotonic and cyclic pullout tests for one geogrid in two cohesive soils. Scale affected resistance most at 25 kPa confinement and less at higher stresses, supporting correction factors rather than direct interchange of equipment results.

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

Authors
Sergio Rincón Barajas, Gabriel Orquizas Mattielo Pedroso, Fernanda Bessa Ferreira, Jefferson Lins da Silva
Publication year
2024
DOI
10.3390/app14135861
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Full text at the original publisher or institutional repository.
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CC BY 4.0 ↗

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Topics in this paper

pullout testscale effectcyclic loadingcohesive soilinterface strength

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

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