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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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Bibliografski detalji
Glavni autor: YE Qing 1, 2, GUO Wei 1, 2, REN Yuxiao 1, 2, ZHAUNG Daokun 1, 2
Format: Artigo
Jezik:Inglês
Izdano: Editorial Office of Chinese Journal of Geotechnical Engineering 2025-10-01
Serija:Yantu gongcheng xuebao
Teme:
Online pristup:https://www.cgejournal.com/en/article/doi/10.11779/CJGE2025S20036
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