DocumentCode
3257953
Title
Determination of effective anchorage length
Author
Zhan, Yubao ; You, Chunan
Author_Institution
Dept. of Resources & Civil Eng., Shandong Univ. of Sci. & Technol., Tai´´an, China
fYear
2011
fDate
22-24 April 2011
Firstpage
4917
Lastpage
4920
Abstract
Formula L = √(4ln10/t) distribution on anchorage interface for calculating the anchorage length. The influence to anchorage length caused by factors such as load, property of reinforced rock-soil body and radius of anchorage body was analyzed. The results show that under same conditions, the harder the rock, the smaller the anchorage length and the softer the rock, the larger the anchorage length. The anchorage length increases with the increase of the radius of anchorage body and decreases with the decrease of the radius of anchorage body. The anchorage length is nearly not influenced by drawing force and Poisson´s ratio. A formula Lε = √(4ln10/t)+L was proposed for calculating effective anchorage length in view of various influencing factors, which was proven as practical by two case studies.
Keywords
geotechnical engineering; rocks; soil; anchorage interface; anchorage length; reinforced rock-soil body; Bars; Civil engineering; Concrete; Power cables; Rocks; Rough surfaces; Stress; anchorage body; effective anchorage length; geotechnical engineering; stress distribution;
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.2011.5776296
Filename
5776296
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