On the construction rate of Geosynthetic-Reinforced and Pile-Supported Embankments
Geosynthetic-Reinforced and Pile-Supported Embankments are conventionally designed with simplified limit-equilibrium theories that prioritize ultimate limit state analysis. However, these methodologies exhibit a significant limitation in their inability to quantify the progressive settlement at the...
| Published in: | E3S Web of Conferences |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2025-01-01
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| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2025/44/e3sconf_eurogeo82025_03005.pdf |