DocumentCode :
3240057
Title :
A method for computing embedded depth in rock of the laterally loaded rock-socketed piles
Author :
Liu Xiao-li ; Zhang Dan-dan ; Su Yuan-Yuan
Author_Institution :
Key Lab. of Marine Environ. & Ecology, Ocean Univ. of China, Qingdao, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
21
Lastpage :
24
Abstract :
Present a method for computing the embedded depth in rock of the laterally loaded rock-socketed piles. The method, based on the Hoek-Brown failure criterion, takes into account the mobilized lateral shear resistance along the bond of perimeter of the pile in rock. The proposed method is verified to be more reasonable by comparing its result with that of other existing methods.
Keywords :
failure (mechanical); foundations; rocks; shear strength; Hoek-Brown failure criterion; embedded depth; lateral loading; lateral shear resistance; rock-socketed piles; Equations; Erbium; Force; Presses; Resistance; Road transportation; Rocks; Hoek-Brown failure criterion; embedded depth in rock; lateral loading; rock-socketed piles;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
Type :
conf
DOI :
10.1109/ICETCE.2011.5775425
Filename :
5775425
Link To Document :
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