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