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Experimental Study on the Pullout Resistance of Smooth Steel Strip Reinforcement with Transverse Members

Authors
Han, Jung-GeunLee, Kwang-WuLee, Jong-YoungHong, GigwonPark, Jeongjun
Issue Date
Mar-2021
Publisher
MDPI
Keywords
reinforced earth wall; inextensible reinforcement; large-scale pullout test; pullout resistance; interference; bearing bond coefficient
Citation
APPLIED SCIENCES-BASEL, v.11, no.6
Journal Title
APPLIED SCIENCES-BASEL
Volume
11
Number
6
URI
https://scholarworks.bwise.kr/cau/handle/2019.sw.cau/51361
DOI
10.3390/app11062776
ISSN
2076-3417
2076-3417
Abstract
This paper presents an experimental study on the pullout resistance of a newly improved reinforcement. The applied reinforcement was a smooth steel strip reinforcement with transverse members used to improve the pullout-resistance problems of the smooth steel strip reinforcement. The pullout and bearing resistance of the improved reinforcement were evaluated using results of large-scale pullout tests. The evaluation result confirmed that the bearing resistance of the improved reinforcement was about 33-66% of the total pullout resistance, and it had an evenly distributed friction and bearing resistance. The bearing bond coefficient, considering the interference effect, gradually converged when normal stress was higher than a certain value. This result confirmed that the increment of interference effect is caused by the increment of the transverse member and normal stress. In the pullout-resistance evaluation of the improved reinforcement, a number of transverse members can be predicted using the relationship between bearing-resistance stress and the bearing bond coefficient due to normal stress, which can be applied as a reasonable prediction method.
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Han, Jung Geun
공과대학 (건설환경플랜트공학)
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