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Bearing capacity at tip of rock-socketed pile in karst areas

The approach for calculating the ultimate bearing capacity at the tip of rock-socketed pile in karst areas is proposed considering the coupled bearing effects of rock of socketed part and cavity roof, as well as the influence of the shape of cavity. Firstly, based on the researches on the ultimate f...

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Autore principale: ZHAO Ming-hua 1, XIAO Yao 1, XU Zhuo-jun 1, YANG Chao-wei 1, HU Qian 1, LIU Jian-hua 2
Natura: Artigo
Lingua:Inglês
Pubblicazione: Editorial Office of Chinese Journal of Geotechnical Engineering 2017-06-01
Serie:Yantu gongcheng xuebao
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Accesso online:https://www.cgejournal.com/en/article/doi/10.11779/CJGE201706019
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