Determination of ultimate bearing capacity of uplift piles using intact and non-intact load-displacement curve

Based on the field destructive test of six rock-socketed piles with shallow overburden, three prediction models are used to quantitatively analyze and predict the intact load-displacement curve. The predicted values of ultimate uplift capacity were further determined by four methods (displacement co...

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Veröffentlicht in:	Journal of Central South University 2022-02, Vol.29 (2), p.470-485
Hauptverfasser:	Wang, Qin-ke, Ma, Jian-lin, Ji, Yu-kun, Zhang, Jian, Chen, Wen-long
Format:	Artikel
Sprache:	eng
Schlagworte:	Bearing capacity Destructive testing Displacement Engineering Metallic Materials Prediction models Stiffness Tension piles Uplift
Online-Zugang:	Volltext
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