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