Foundation design challenges of the MCR-A skirted gravity platform

2010 ◽  
pp. 463-468
Stahlbau ◽  
2018 ◽  
Vol 87 (9) ◽  
pp. 860-868
Author(s):  
André Brendike ◽  
Frank Ostermann ◽  
Falk Lüddecke

Author(s):  
B. Johnson ◽  
L. Hu ◽  
N. Mathias ◽  
A. Mazeika ◽  
M. Sarkisian

1980 ◽  
Author(s):  
Peter Broughton ◽  
Stephen J. Wright ◽  
E. Magris

Author(s):  
P. Broughton ◽  
R. L. Davies ◽  
T. Aldridge ◽  
T. Carrington

Author(s):  
P. Broughton ◽  
R. L. Davies ◽  
T. Aldridge ◽  
T. Carrington

2018 ◽  
Vol 14 (1) ◽  
pp. 6057-6061 ◽  
Author(s):  
Padmanaban M S ◽  
J Sreerambabu

A piled raft foundation consists of a thick concrete slab reinforced with steel which covers the entire contact area of the structure, in which the raft is supported by a group of piles or a number of individual piles. Bending moment on raft, differential and average settlement, pile and raft geometries are the influencing parameters of the piled raft foundation system. In this paper, a detailed review has been carried out on the issues on the raft foundation design. Also, the existing design procedure was explained.


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