Study on mechanical strength and deformation properties of rubberized cement sheath barrier reinforced with inorganic hybrid fibers
文献类型：期刊论文
| 作者 | Hao, Haiyang2,3; Wang, Shuai2; Wang, Jianbin2; Wang, Yiteng1; He, Jibiao2; Yang, Xiaodong2 |
| 刊名 | CONSTRUCTION AND BUILDING MATERIALS
 |
| 出版日期 | 2024-07-05 |
| 卷号 | 434页码:18 |
| 关键词 | Cement sheath Waste tire rubber Deformation Inorganic hybrid fibers Integrity failure Cycle loading |
| ISSN号 | 0950-0618 |
| DOI | 10.1016/j.conbuildmat.2024.136692 |
| 英文摘要 | The attempt to replace concrete aggregates and oil well cement additives with waste tires accumulated year by year is considered sustainable and waste recycling. Notably, introducing fiber material can eliminate the deterioration effect of waste tire rubber on the mechanical performance of rubberized cement material. However, the mechanical strength and deformation properties of rubberized cement sheath barrier reinforced with inorganic hybrid fibers has not attracted much attention. This study focused on the mechanical behavior of rubberized cement sheath barrier reinforced with inorganic hybrid fibers. The uniaxial compressive strength of the cubic cement samples increased gradually with the increase of curing time and the cement stone samples maintained the structural integrity after compressive testing. Triaxial compressive strength test results showed that the cement with the waste tire rubber, SBR latex and inorganic hybrid fiber showed good ductility characteristics from the stress-strain curves, and the energy-based ductility indexes were enhanced by 37.9%-64.6%. In addition, it was found that the low elastic modulus of the samples coupled with a large single cycle loading strain resulted in a large dissipation energy and strain. The three aspects of space skeleton, crystal dislocation and slippage, and bridging effect of fibers can be used to elucidate the mechanism of increasing deformation capacity. The results of SEM-EDX and XRD analysis showed that the inorganic hybrid fibers of different sizes randomly distributed in the rubberized cement matrix, and the composition of the cement slurry was improved. This study is intended to provide reference for improving the mechanical integrity of rubberized cement sheath barrier under multiple cyclic loading/unloading conditions. |
| 资助项目 | Project of science and technology department of Sinopec group[JPE19017-2] |
| WOS研究方向 | Construction & Building Technology ; Engineering ; Materials Science |
| 语种 | 英语 |
| WOS记录号 | WOS:001246091700001 |
| 出版者 | ELSEVIER SCI LTD |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/41695]  |
| 专题 | 中科院武汉岩土力学所 |
| 通讯作者 | Hao, Haiyang; Wang, Jianbin |
| 作者单位 | 1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China 2.Shale Gas Dev Tech Serv Co, Sinopec Jianghan Oilfield Serv Corp, Wuhan 430206, Hubei, Peoples R China 3.Guizhou Univ, Coll Resources & Environm Engn, Guiyang 550025, Guizhou, Peoples R China |
| 推荐引用方式 GB/T 7714 | Hao, Haiyang,Wang, Shuai,Wang, Jianbin,et al. Study on mechanical strength and deformation properties of rubberized cement sheath barrier reinforced with inorganic hybrid fibers[J]. CONSTRUCTION AND BUILDING MATERIALS,2024,434:18. |
| APA | Hao, Haiyang,Wang, Shuai,Wang, Jianbin,Wang, Yiteng,He, Jibiao,&Yang, Xiaodong.(2024).Study on mechanical strength and deformation properties of rubberized cement sheath barrier reinforced with inorganic hybrid fibers.CONSTRUCTION AND BUILDING MATERIALS,434,18. |
| MLA | Hao, Haiyang,et al."Study on mechanical strength and deformation properties of rubberized cement sheath barrier reinforced with inorganic hybrid fibers".CONSTRUCTION AND BUILDING MATERIALS 434(2024):18. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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