Scale effect on the behavior of circular footing on geogrid-reinforced sand using numerical analysis
Author:
Affiliation:
1. Facultad Regional Córdoba, Universidad Tecnológica Nacional, Córdoba, Argentina
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology
Link
https://www.tandfonline.com/doi/pdf/10.1080/17486025.2021.2007301
Reference45 articles.
1. An experimental evaluation of the behavior of footings on geosynthetic-reinforced sand
2. Large Model Spread Footing Load Tests on Geosynthetic Reinforced Soil Foundations
3. Scale effect study on the modulus of subgrade reaction of geogrid-reinforced soil
4. Bearing capacity of strip footings on sand slopes reinforced with geogrid and grid-anchor
5. Numerical analysis of shallow foundations on geogrid reinforced soil
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1. Effect of Subbase Stabilization on the Bearing Capacity of Footing Resting on Clayey Soil;Transportation Infrastructure Geotechnology;2024-05-06
2. Influence of Geometrical Parameters of Geocell Reinforcement on the Load Carrying Capacity of Footing;Arabian Journal for Science and Engineering;2024-01-29
3. Analysis of circular tank foundation on multi-layered soil subject to combined vertical and lateral loads;GEOMECH ENG;2023
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