AIJ Journal of Technology and Design
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
Structures
PULLING TEST OF PERMANENT GROUND ANCHORS OF COMPRESSION TYPE HAVING A LARGE DIAMETER SETTLED IN HARD CLAY AND SOFT ROCK
Toshihiro MORI, Masaharu ENDOU
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Keywords: Ground anchor, Pulling test, Hard clay, Soft rock, Frictional resistance
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2014 Volume 20 Issue 46 Pages 917-920

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Abstract
Pulling test was carried out in order to examine the pulling out characteristic of permanent ground anchors of compression type having a large diameter settled in hard clay and soft rock. It was found that the level of the ultimate frictional stress was equal to the value of anchors which has usual diameter in the past, and the ultimate frictional stress was possible to presume by using the value of undrained shear strength, and the displacement of anchorage zone at the pulling out time was about 10mm.
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© 2014 Architectural Institute of Japan
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