Knowledge Management System of Institute of Rock and Soil Mechanics,CAS
| Experimental Study on Freeze-Thaw Effects on Creep Characteristics of Rubber Concrete | |
Li, Qi1 ; Xu, Fei2,3,4; Zheng, Hemin5; Shi, Junhao1; Zhang, Jianyu3
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| 2022-01-04 | |
| Source Publication | ADVANCES IN MATERIALS SCIENCE AND ENGINEERING
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| ISSN | 1687-8434 |
| Volume | 2022Pages:14 |
| Abstract | Crumb Rubber Concrete (CRC) can exhibit high freeze-thaw resistance, but its long-term creep behavior under various freeze-thaw conditions remains unclear, which is essential for the safety of pavement engineering in the severe cold zone. In this study, the freeze-thaw effects on the creep behavior of CRC under different stress levels were systematically analyzed by testing the compressive strength, the uniaxial creep under different stress levels, and the dynamic elastic modulus. To simulate real conditions of the road environment in the cold area, the lowest temperature of -20 degrees C, six freeze-thaw cycles of 0, 30, 60, 90, 120, and 150, and seven different stress levels of 0.4, 0.5, 0.6, 0.7, 0.8, and 0.9 of the compressive strength were employed in this study. The test results showed that the mass loss rate was 6%-11.2% and the compressive strength decreased by 6.51%-47% after 30-150 freeze-thaw cycles. When the stress level reached its critical value, the relative dynamic elastic modulus decreased with the number of freeze-thaw cycles. After 150 freeze-thaw cycles, failure did not appear when the stress level was lower than 50%, above which the creep failure was determined by the stress level and the number of the freeze-thaw cycles. Meanwhile, it was found that the cracking and interfacial debonding between the matrix and the crumb rubber particle were the main reasons for the degradation of CRC creep performance. Finally, a Weibull distribution-based empirical creep damage model was established to predict the failure of CRC, which can enhance its application to related engineering. |
| DOI | 10.1155/2022/9182729 |
| Indexed By | SCI |
| Language | 英语 |
| Funding Project | Institute of Rock and Soil Mechanics, Young Talent Top Project of Hebei Province[BJ2020055] ; Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences[Z018014] ; China Postdoctoral Science Foundation[2019M663553] |
| WOS Research Area | Materials Science |
| WOS Subject | Materials Science, Multidisciplinary |
| WOS ID | WOS:000752908200003 |
| Publisher | HINDAWI LTD |
| Citation statistics | |
| Document Type | 期刊论文 |
| Identifier | http://119.78.100.198/handle/2S6PX9GI/34434 |
| Collection | 中科院武汉岩土力学所 |
| Corresponding Author | Xu, Fei |
| Affiliation | 1.Shijiazhuang Tiedao Univ, Sch Civil Engn, Shijiazhuang 050043, Hebei, Peoples R China 2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China 3.Shijiazhuang Tiedao Univ, Key Lab Large Struct Hlth Monitoring & Control, Shijiazhuang 050043, Hebei, Peoples R China 4.Southwest Jiaotong Univ, Sch Civil Engn, Chengdu 610031, Sichuan, Peoples R China 5.China Railway Design Grp Co Ltd, Tianjin 300308, Peoples R China |
| Corresponding Author Affilication | Institute of Rock and Soil Mechanics, chinese Academy of sciences |
| Recommended Citation GB/T 7714 | Li, Qi,Xu, Fei,Zheng, Hemin,et al. Experimental Study on Freeze-Thaw Effects on Creep Characteristics of Rubber Concrete[J]. ADVANCES IN MATERIALS SCIENCE AND ENGINEERING,2022,2022:14. |
| APA | Li, Qi,Xu, Fei,Zheng, Hemin,Shi, Junhao,&Zhang, Jianyu.(2022).Experimental Study on Freeze-Thaw Effects on Creep Characteristics of Rubber Concrete.ADVANCES IN MATERIALS SCIENCE AND ENGINEERING,2022,14. |
| MLA | Li, Qi,et al."Experimental Study on Freeze-Thaw Effects on Creep Characteristics of Rubber Concrete".ADVANCES IN MATERIALS SCIENCE AND ENGINEERING 2022(2022):14. |
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| 9182729.pdf（6153KB） | 期刊论文 | 作者接受稿 | 开放获取 | CC BY-NC-SA | View Download | |
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