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The Resistance of Denti-Geogrid Reinforcement in a Sand Model Based on the Pullout Test

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成果类型:
期刊论文
作者:
Fang Wei;Zhang Jingsheng;Shi Lijun;Zha Xudong
通讯作者:
Wei, Fang(fangwei5642366@163.com)
作者机构:
[Fang Wei; Zha Xudong] Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha, Peoples R China.
[Zhang Jingsheng] Changsha Univ Sci & Technol, Int Coll, Changsha, Peoples R China.
[Shi Lijun] Hunan Hongshang Testing Technol Co Ltd, Changsha, Peoples R China.
通讯机构:
[Wei, F.] S
School of Traffic and Transportation Engineering, China
语种:
英文
关键词:
denti-geogrid;lab test;pullout resistance;scale factor;theoretical model
期刊:
Frontiers in Materials
ISSN:
2296-8016
年:
2021
卷:
8
页码:
701812
基金类别:
This work was funded by “slope stability risk assessment and prevention technology of expressway in mountainous area of Anhui Province (Grant No. 201839)”.
机构署名:
本校为第一机构
院系归属:
交通运输工程学院
国际学院
摘要:
In order to investigate the pullout resistance of the Horizontal-Vertical reinforcement, a 'denti-geogrid' was assembled by bonding a 'denti-strip' with the geogrid and the pullout tests were carried out. Subsequently, the analytical approaches were investigated to calculate the pullout resistance on the basis of the surface sliding model, Perterson and Anderson’s model, Jewell’s model, Chai’s model, and the proposed stress summation model. Moreover, a new index named 'scale factor' was suggested to reflect the proportion of bearing resistan...

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