Experimental research on end bearing capacity of bored and drilled piles

1991 ◽  
Vol 28 (1) ◽  
pp. A47
Keyword(s):  
Bearing Capacity ◽  
Experimental Research ◽  
End Bearing Capacity

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.

Test of Fire Response of a Profiled Sheet-Ceramsite Concrete Composite Floor

2011 ◽  
Vol 255-260 ◽  
pp. 255-258
Author(s):  
Xin Tang Wang ◽  
Hai Jiang Wang ◽  
Ming Zhou ◽  
Yao Ji
Keyword(s):  
Bearing Capacity ◽  
Experimental Research ◽  
Experimental Results ◽  
Great Change ◽  
Fire Response ◽  
Fire Load ◽  
Distributed Load ◽  
Bending Capacity ◽  
Fire Characteristics

For study of the post-fire characteristics of the profiled sheet-ceramsite concrete composite floor (noted as PSCCF) subjected to fire load, the experimental research on post-fire bearing capacity of a PSCCF after fire is carried out. Based on the experimental results, effect of the fire on post-fire bearing capacity of the profiled sheet-ceramsite concrete composite floor is discussed, and the failure phenomenon and mechanism are analyzed. It is shown that the failure form of the profiled sheet-ceramsite concrete composite floor after fire has great change compared with the floor not subjected to fire load, but the composite floor subjected to fire still exhibits higher bending capacity, and the ultimate value of the equivalent distributed load is up to 25kN/m2, which may be used as basis of strengthening and repairing of the profiled sheet-ceramsite concrete composite floor after exposure to fire.

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