scholarly journals The end-bearing capacity of piles penetrating into crushable soils

Géotechnique ◽  
2013 ◽  
Vol 63 (5) ◽  
pp. 341-354 ◽  
Author(s):  
C. ZHANG ◽  
G.D. NGUYEN ◽  
I. EINAV
Keyword(s):  
Bearing Capacity ◽  
End Bearing Capacity

Pile end-bearing capacity in crushable sands

Géotechnique ◽  
1995 ◽  
Vol 45 (4) ◽  
pp. 663-676 ◽  
Author(s):  
N. Yasufuku ◽  
A. F. L. Hyde
Keyword(s):  
Bearing Capacity ◽  
End Bearing Capacity

End Bearing Capacity of Drilled Shafts in Rock

1999 ◽  
Vol 125 (12) ◽  
pp. 1106-1110 ◽  
Author(s):  
Fred H. Kulhawy ◽  
Widjojo A. Prakoso ◽  
Lianyang Zhang ◽  
Herbert H. Einstein
Keyword(s):  
Bearing Capacity ◽  
Drilled Shafts ◽  
End Bearing Capacity

Further Debate about Visual Design Methods for Pile Foundation

2013 ◽  
Vol 477-478 ◽  
pp. 499-502
Author(s):  
Sheng Feng Zou ◽  
Jing Yu Zhang ◽  
Shi Ji Wang ◽  
Yi Han ◽  
Chuan Wang
Keyword(s):  
Computer Program ◽  
Bearing Capacity ◽  
Pile Foundation ◽  
Design Methods ◽  
Visual Design ◽  
Foundation Design ◽  
End Bearing Capacity ◽  
Capacity Data ◽  
Engineering Practices ◽  
The Way

The computing of end-bearing capacity of pile has vital significances for foundation design while the foundations analysis is usually problematic due to those diverse soils and engineering conditions. Though various CPT-based methods which have already been applied in numerous huge engineering practices are available for the analysis of pile foundation bearing capacity home and abroad, there still seemed lacking legitimate guidance assisting to select these formulations quite effectively. In this paper, five CPT-based design methods are compared in deep, the realization through computer program is also presented, with the capacity data accumulated from pile engineering coming into mind, we are on the way to making designers choose better methods during the designing process.

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