An analytical solution for load transfer mechanism of XCC pile foundations
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[1] Hanlong Liu,et al. XCC pile installation effect in soft soil ground: A simplified analytical model , 2014 .
[2] Charles Wang Wai Ng,et al. A modified analytical solution of soil stress distribution for XCC pile foundations , 2014 .
[3] Robert Y. Liang,et al. A simplified approach for negative skin friction calculation of special-shaped pile considering pile-soil interaction under surcharge , 2014 .
[4] Yaru Lv,et al. Field Tests on Bearing Characteristics of X-Section Pile Composite Foundation , 2012 .
[5] Charles Wang Wai Ng,et al. Three-dimensional numerical analysis of the stress transfer mechanism of XCC piled raft foundation , 2014 .
[6] Cheng-Der Wang,et al. Stresses due to vertical subsurface loading for an inhomogeneous cross‐anisotropic half‐space , 2004 .
[7] J. G. Potyondy. Skin Friction between Various Soils and Construction Materials , 1961 .
[8] C. P. Wroth,et al. Application of the failure state in undrained simple shear to the shaft capacity of driven piles , 1981 .
[9] Sze Yue Lam. Effects of axial load, shielding and shape on negative skin friction on piles , 2006 .
[10] David White,et al. An investigation into the behaviour of pressed-in piles , 2002 .
[11] J. D. Geddes. Stresses in Foundation Soils Due to Vertical Subsurface Loading , 1966 .
[12] R. D. Mindlin. Force at a Point in the Interior of a Semi-Infinite Solid , 1936 .
[13] Biskur K. Ramian,et al. Stress Distribution Around Batter Piles , 1978 .
[14] M Bustamante,et al. THE BEARING CAPACITY OF PILES , 1975 .
[15] Barry Lehane,et al. Mechanisms of Shaft Friction in Sand from Instrumented Pile Tests , 1994 .