中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Unconfined Compressive Properties of Fiber-Stabilized Coastal Cement Clay Subjected to Freeze-Thaw Cycles

文献类型:期刊论文

作者Li, Na2,3; Zhu, Yalan3; Zhang, Fang3; Lim, Sin Mei1; Wu, Wangyi3; Wang, Wei3
刊名JOURNAL OF MARINE SCIENCE AND ENGINEERING
出版日期2021-02-01
卷号9期号:2页码:14
关键词cemented clay freeze-thaw cycle polypropylene fiber unconfined compressive strength microscopic analysis
DOI10.3390/jmse9020143
英文摘要This study aimed to investigate the feasibility of using polypropylene fiber-cement-stabilized coastal clay as base-course material or foundation material for city sustainable development by assessing its mechanical performance. The influence of the number of freeze-thaw cycles and curing ages on the mechanical properties of ordinary cemented clay (OCC) and polypropylene fiber-cemented clay (PCC) was investigated by using unconfined compressive test. The experimental results show that the addition of fiber with 1% content can increase the strength as well as the ductility of cemented clay by 12.5% and 15.6%, respectively. The strength of PCC and OCC at 22d age was 1.5 times than at 7d age. Under differently timed freeze-thaw cycles, the mechanical performance of PCC is improved, and, better than that, OCC improves by 11.8% in strength, 16.5% in strain and by 5% in degree of damage, indicating that fiber can improve the freeze-thaw resistance of cemented clay. The frost resistance of PCC and OCC increases with the increase in curing age. Finally, the variation of strength of OCC was explained through the change of micro-structure while the strength enhancing mechanism of polypropylene fiber for cemented clay was also revealed.
资助项目Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Science[Z017013] ; Zhejiang Provincial Natural Science Foundation of China[LY17E080016]
WOS研究方向Engineering ; Oceanography
语种英语
出版者MDPI
WOS记录号WOS:000622642200001
源URL[http://119.78.100.198/handle/2S6PX9GI/25870]  
专题中科院武汉岩土力学所
通讯作者Zhang, Fang
作者单位1.Natl Univ Singapore, Dept Civil & Environm Engn, Singapore 117576, Singapore
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
3.Shaoxing Univ, Sch Civil Engn, Shaoxing 312000, Peoples R China
推荐引用方式
GB/T 7714
Li, Na,Zhu, Yalan,Zhang, Fang,et al. Unconfined Compressive Properties of Fiber-Stabilized Coastal Cement Clay Subjected to Freeze-Thaw Cycles[J]. JOURNAL OF MARINE SCIENCE AND ENGINEERING,2021,9(2):14.
APA Li, Na,Zhu, Yalan,Zhang, Fang,Lim, Sin Mei,Wu, Wangyi,&Wang, Wei.(2021).Unconfined Compressive Properties of Fiber-Stabilized Coastal Cement Clay Subjected to Freeze-Thaw Cycles.JOURNAL OF MARINE SCIENCE AND ENGINEERING,9(2),14.
MLA Li, Na,et al."Unconfined Compressive Properties of Fiber-Stabilized Coastal Cement Clay Subjected to Freeze-Thaw Cycles".JOURNAL OF MARINE SCIENCE AND ENGINEERING 9.2(2021):14.

入库方式: OAI收割

来源:武汉岩土力学研究所

浏览0
下载0
收藏0
其他版本

除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。