An analytical p-y curve method based on compressive soil pressure model in sand soil

With the high-quality development of urban buildings, higher requirements are come up with for lateral bearing capacity of laterally loaded piles. Consequently, a more accurate analysis to predict the lateral response of the pile within an allowable displacement is an important issue. However, the c...

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Veröffentlicht in:	Journal of Central South University 2022-06, Vol.29 (6), p.1987-2004
Hauptverfasser:	Jiang, Jie, Fu, Chen-zhi, Wang, Shun-wei, Chen, Chao-qi, Ou, Xiao-duo
Format:	Artikel
Sprache:	eng
Schlagworte:	Bearing capacity Earth pressure Engineering Finite difference method Friction resistance Internal friction Mathematical analysis Metallic Materials Modulus of elasticity Parametric analysis Soil-pile interaction
Online-Zugang:	Volltext
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