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
Link To Document :
بازگشت