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Model test of the stability degradation of a prestressed anchored rock slope system in a corrosive environment

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成果类型:
期刊论文
作者:
Li Cong;Zhang Rong-tang;Zhu Jie-bing*;Liu Zhi-jun;Lu Bo;...
通讯作者:
Zhu Jie-bing
作者机构:
[Li Cong; Zhang Rong-tang; Liu Jie-sheng] Wuhan Polytech Univ, Sch Civil Engn & Architecture, Wuhan 430023, Hube, Peoples R China.
[Lu Bo; Li Cong; Zeng Ping; Zhu Jie-bing; Jiang Yu-zhou; Wang Bing] Changjiang River Sci Res Inst, Key Lab Geotech Mech & Engn, Minist Water Resources, Wuhan 430010, Peoples R China.
[Liu Zhi-jun] Guangzhou Baiyun Int Airport Co Ltd, Guangzhou 510406, Peoples R China.
通讯机构:
[Zhu Jie-bing] C
Changjiang River Sci Res Inst, Key Lab Geotech Mech & Engn, Minist Water Resources, Wuhan 430010, Peoples R China.
语种:
英文
关键词:
Model test;Bedding slope;Prestressed anchorage;Corrosion;Electrochemical measurement
期刊:
山地科学学报:英文版
ISSN:
1672-6316
年:
2020
卷:
17
期:
10
页码:
2548-2561
基金类别:
strongly supported by the National Natural Science Foundation of China (Project No. 41672320 and 41877280); the National Key R&D Program of China (NO.2018YFC0407002); the Foreign experts Program of Hubei Province (WGZJ2020000011); the Fundamental Research Funds for Central Public Welfare Research Institutes (CKSF 2019180/YT); the Research and Transformation Project of the Changjiang River Scientific Research Institute (CKZS2017007/YT); the Innovation Team Project of the Changjiang River Scientific Research Institute (CKSF2017066/YT);
机构署名:
本校为第一机构
院系归属:
土木工程与建筑学院
摘要:
The long-term stability of a prestressed anchored slope might be influenced by the durability of the anchorage structure. To understand long-term stability of anchored rock slopes, the research presented herein evaluated the performance evolution of a prestressed anchored bedding slope system in a corrosive environment by model test. The corrosion process in a prestressed anchor bar was monitored in terms of its open-circuit potential (OCP), corrosion current density (CCD), and electrochemical impedance spectroscopy (EIS). The stability of the prestressed anchored slope was evaluated by monito...

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