Effect of Geogrid Reinforcement and Soil Relative Density on Performance and Contact Pressures of Ring Foundations on Sand
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-1080-2.pdf
Reference40 articles.
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2. Ahmad H, Mahboubi A, Noorzad A (2020) Scale effect study on the modulus of subgrade reaction of geogrid-reinforced soil. SN Applied Sciences 2:1–22, DOI: https://doi.org/10.1007/s42452-020-2150-4
3. Akinmusuru JO, Akinboladeh JA (1981) Stability of loaded footings on reinforced soil. Journal of the Geotechnical Engineering Division 107(6):819–827, DOI: https://doi.org/10.1061/AJGEB6.0001153
4. Al-Sanad HA, Ismael NF, Brenner RP (1993) Settlement of circular and ring plates in very dense calcareous sands. Journal of Geotechnical Engineering 119(4):622–638, DOI: https://doi.org/10.1061/(ASCE)0733-9410(1993)119:4(622)
5. ASTM D 2487 (2011) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM International, West Conshohocken, PA, USA, DOI: https://doi.org/10.1520/D2487-11
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