DocumentCode
904356
Title
Foundation uplift resistance: The effects of foundation type and of seasonal changes in ground conditions
Author
Vanner, M.J.
Author_Institution
Balfour Beatty Power Construction Limited, Power Transmission Division, Thornton Heath, UK
Volume
129
Issue
6
fYear
1982
fDate
11/1/1982 12:00:00 AM
Firstpage
295
Lastpage
305
Abstract
Various theories for estimating foundation uplift design are discussed. The shape of the foundation and the way it has been constructed, the type of applied loading and the strength of the soil surrounding the foundation, all affect its uplift behaviour. Tests on all these aspects are described. It is possible that any one of the above factors could be the cause of a foundation being under design strength, but the combination of more than one factor could be critical. Proposals are made for further studies, the conclusions from which should allow more accurate designs to be made in the future.
Keywords
civil engineering; poles and towers; power overhead lines; soil; civil engineering; estimating foundation uplift design; poles and towers; power overhead lines; soil;
fLanguage
English
Journal_Title
Generation, Transmission and Distribution, IEE Proceedings C
Publisher
iet
ISSN
0143-7046
Type
jour
DOI
10.1049/ip-c.1982.0046
Filename
4643547
Link To Document