Geogrids & reinforcement · 2026
Effect of Shear Strength of Soft Clay on The Mobilized Tensile Force in A Geosynthetic Reinforcement in A Reinforced Foundation Pad
Original research · free full-paper access · authors credited
Research overview
Uses three-dimensional modelling to investigate clay strength, reinforcement tension and bearing capacity in a reinforced foundation pad.
Kontain’s reading note. Refer to the original paper for the authors’ full methods, findings and limitations.
- Authors
- Mohamed S. Morsy, Ayman Fayed, Amr Mohamed
- Publication year
- 2026
- DOI
- 10.1051/e3sconf/202674005018
- Access
- Full text at the original publisher or institutional repository.
- Reuse
- CC BY 4.0 ↗
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