Suction Pile Design and Installation Challenges for the Ophir WHP

Author(s):  
E. A. Alderlieste ◽  
M. J. Dekker
Keyword(s):  
1998 ◽  
Vol 35 (5) ◽  
pp. 905 ◽  
Author(s):  
Claudio Cherubini
Keyword(s):  

1987 ◽  
Vol 113 (6) ◽  
pp. 568-585 ◽  
Author(s):  
Ray E. Martin ◽  
James J. Seli ◽  
Graydon W. Powell ◽  
Michael Bertoulin
Keyword(s):  

2013 ◽  
Vol 639-640 ◽  
pp. 593-597
Author(s):  
Lin Chen ◽  
Yong Yao ◽  
Jiong Yang ◽  
Zhao Qiang Zhang

According to finite element strength reduction method,the article has discussed the failure mechanism of anti-sliding pile by using finite element software MIDAS /GTS ,exploration report and anti-sliding pile design data.The comparative analysis shows that the failure of anti-siding pile is contributed by the slope excavation and rainwater.The analysis method and results can provide reference significance to other anti-sliding pile design.This paper also provide a feasible method for prediction of consequence in slope excavation.


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