Model test study on bidirectional load-bearing behavior of double inclined rock-socketed piles unilaterally traversing karst cave
Research on the bearing capacity characteristics of double inclined piles embedded in rock with karst geological conditions is limited. Eight groups of model tests are designed to investigate the horizontal-load bearing characteristics under constant vertical loading for double inclined piles consid...
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| Format: | Artigo |
| Sprache: | Inglês |
| Veröffentlicht: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2025-10-01
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| Schriftenreihe: | Yantu gongcheng xuebao |
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| Online-Zugang: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE2025S20036 |
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