DocumentCode :
3240314
Title :
CASE method to ascertain the accurate evaluation of the ultimate bearing capacity of pile
Author :
Yan, Qingzhi ; Song, Fengmin ; Wang, Yanhua
Author_Institution :
Inst. of Storage-Transp. & Archit. Eng., China Univ. of Pet., Qingdao, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
6487
Lastpage :
6492
Abstract :
CASE method is a common way of high strain dynamic testing to ascertain the ultimate bearing capacity of pile. Based on reliable theory foundation, clear reasoning and stable results and on traveling wave theory, this article determine damping coefficient through standard deviation of fluctuation rate of ultimate bearing capacity during plastic deformation, as well as the ultimate bearing capacity of pile. And compare with the result of static load test, they are a good agreements with each other. The inference process of the bearing capacity of calculate formula is more simple, and the formula is not strict, so it´s formula can be used as a simple, reliable, low cost, time-saving, quasi-closed method in pile test project.
Keywords :
damping; dynamic testing; foundations; geotechnical engineering; plastic deformation; tensile strength; CASE Method; damping coefficient; fluctuation rate; high strain dynamic testing; pile test project; plastic deformation; quasiclosed method; standard deviation; traveling wave theory; ultimate bearing capacity; Computer aided software engineering; Damping; Immune system; Plastics; Soil; Strain; Testing; CASE method; high strain dynamic testing; standard deviation; ultimate bearing capacity; volatility;
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.2011.5775437
Filename :
5775437
Link To Document :
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