Experiments for the role of sliding connection in rigid faced GRS walls under transverse relative settlement
The transverse relative settlement of reinforced fill and fascia induces reinforcement loads additional to service loads in Geosynthetic Reinforced Soil (GRS) Walls. The fascia-reinforcement connections need due attention in such conditions for both strength and serviceability considerations. A slid...
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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2025-02-01
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| Series: | Soils and Foundations |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S0038080624001355 |
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