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Mixture optimisation for cement-soil mixtures with embedded GFRP tendons

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成果类型:
期刊论文
作者:
Zhang, Genbao;Chen, Changfu;Sun, Junbo;Li, Kefei;Xiao, Fan;...
通讯作者:
Sun, JB;Wang, XY;Wang, Yufei
作者机构:
[Sun, Junbo] Hunan City Univ, Coll Civil Engn, Yiyang 413000, Hunan, Peoples R China.
[Sun, Junbo] Chongqing Univ, Inst Smart City Chongqing Univ Liyang, Chongqing 213300, Jiangsu, Peoples R China.
[Chen, Changfu] Hunan Engn Res Ctr Struct Safety & Disaster Preve, Yiyang 413000, Hunan, Peoples R China.
[Chen, Changfu] Hunan Univ, Key Lab Bldg Safety Energy Efficiency, Minist Educ, Changsha 410082, Hunan, Peoples R China.
[Li, Kefei] Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China.
通讯机构:
[Sun, JB ] C
[Wang, YF] F
[Wang, XY ] Z
Chongqing Univ, Inst Smart City Chongqing Univ Liyang, Chongqing 213300, Jiangsu, Peoples R China.
Zhongkai Univ Agr & Engn, Coll Management, Guangzhou 510225, Guangdong, Peoples R China.
语种:
英文
关键词:
Cemented soil;Interface bond strength;

Glass fiber reinforced polymer & nbsp;reinforcement & nbsp;

;Machine learning;Multi-objective optimisation
期刊:
Journal of Materials Research and Technology
ISSN:
2238-7854
年:
2022
卷:
18
页码:
611-628
基金类别:
National Natural Science Foundation of ChinaNational Natural Science Foundation of China (NSFC) [51908201, 51978254]; Natural Science Foundation of Hunan ProvinceNatural Science Foundation of Hunan Province [2020JJ5024]; Key R&D Project of Hunan Province Intelligent Disaster Prevention and Mitiga-tion and Ecological Restoration in Civil Engineering [2020SK2109]; Hunan Key Laboratory of Intelligent Disaster Prevention and Mitigation and Ecological Restoration in Civil Engi-neering; Hunan Provincial Engineering Research Center, Catastrophe and Reinforcement of Dangerous Engineering Structures; Academic Research Council of Australia Linkage Projects for Asset Intelligence: Maximising Operational Effectiveness for Digi-tal Era [LP180100222]
机构署名:
本校为第一机构
院系归属:
土木工程学院
摘要:
The glass fiber-reinforced polymer (GFRP) rebar reinforced cemented soil is widely employed to solve the weak foundation problem led by sludge particularly. The robustness of this structure is highly dependent on the interface bond strength between the GFRP tendon and cemented soils. However, its application is obstructed owing to the deficient studies on the influence factors. Therefore, this study investigates the effects of water content (C-w: 50%-90%), cement proportion (C-c: 6%-30%), and curing period (T (c): 28-90 days) on peak and residual interface bond strengths (T-p and T-t), as well...

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