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Field performance of a geogrid-reinforced expansive soil slope: a case study

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成果类型:
期刊论文
作者:
Zhang, R.;Lan, T.;Zheng, J. L.;Gao, Q. F.
通讯作者:
Lan, T
作者机构:
[Gao, Q. F.; Zhang, R.] Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, 960 Wanjiali South Rd, Changsha 410114, Peoples R China.
[Lan, T.; Lan, T] Hunan Univ Sci & Technol, Sch Civil Engn, 2 Taoyuan Rd, Xiangtan 411201, Peoples R China.
[Zheng, J. L.] Changsha Univ Sci & Technol, Natl Engn Res Ctr Highway Maintenance Technol, 960 Wanjiali South Rd, Changsha 410114, Peoples R China.
通讯机构:
[Lan, T ] H
Hunan Univ Sci & Technol, Sch Civil Engn, 2 Taoyuan Rd, Xiangtan 411201, Peoples R China.
语种:
英文
关键词:
Road engineering;Reinforced slope;Geogrid;Expansive soil;Field testing and monitoring
期刊:
Bulletin of Engineering Geology and the Environment
ISSN:
1435-9529
年:
2024
卷:
83
期:
1
页码:
1-13
基金类别:
National Natural Science Foundation of China [51978085, 52008041]; National Natural Science Foundation of China [2020G036]; Research and Development Program of China National Railway Croup Co. Ltd [[2021]62]; Innovation and Demonstration Program of Science and Technology of Department of Transport of Yunnan Province
机构署名:
本校为第一机构
院系归属:
交通运输工程学院
摘要:
The aim of this study is to better understand the long-term stability and reinforcement mechanism of expansive soil cut slopes repaired by geogrid reinforcement. A expansive soil slope repaired by geogrid was monitored for two years without interruption. The monitored results demonstrate that the water content of the reinforced expansive soil slope is gradually stabilized in two years after the treatment. The variation trend of geogrid strains is consistent with that of lateral earth pressures in the slope. The geogrid strain decreases with a decrease in earth pressure. When the earth pressure...

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