Experimental study on the tensile performance of cement stabilized recycled aggregate pavement base
As the main bearing stratum of pavement, the base mixture is equivalently subject to external shear stress when unevenly stressed, so the splitting performance is an important parameter to measure its engineering characteristics. The results of splitting and splitting rebound test showed that the st...
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| Published in | IOP conference series. Materials Science and Engineering Vol. 768; no. 3; pp. 32034 - 32039 |
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| Main Author | |
| Format | Journal Article |
| Language | English |
| Published |
Bristol
IOP Publishing
01.03.2020
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| Subjects | |
| Online Access | Get full text |
| ISSN | 1757-8981 1757-899X |
| DOI | 10.1088/1757-899X/768/3/032034 |
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| Abstract | As the main bearing stratum of pavement, the base mixture is equivalently subject to external shear stress when unevenly stressed, so the splitting performance is an important parameter to measure its engineering characteristics. The results of splitting and splitting rebound test showed that the strength and rebound modulus of cement stabilized macadam and cement stabilized recycled aggregate increased exponentially with age. Through comparative analysis, it was found that the splitting and tensile properties of cement stabilized recycled aggregate were slightly inferior to that of cement stabilized macadam. Finally, the strength calculation formula of the mixture was derived, which could provide reference for practical engineering. |
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| AbstractList | As the main bearing stratum of pavement, the base mixture is equivalently subject to external shear stress when unevenly stressed, so the splitting performance is an important parameter to measure its engineering characteristics. The results of splitting and splitting rebound test showed that the strength and rebound modulus of cement stabilized macadam and cement stabilized recycled aggregate increased exponentially with age. Through comparative analysis, it was found that the splitting and tensile properties of cement stabilized recycled aggregate were slightly inferior to that of cement stabilized macadam. Finally, the strength calculation formula of the mixture was derived, which could provide reference for practical engineering. |
| Author | Chen, Feng |
| Author_xml | – sequence: 1 givenname: Feng surname: Chen fullname: Chen, Feng email: cfxh@fjjxu.edu.cn organization: College of Engineering, Fujian Jiangxia University , P. R. China |
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| Cites_doi | 10.1617/s11527-015-0648-9 10.1016/j.asej.2013.02.005 10.1016/j.conbuildmat.2005.01.045 10.1061/(ASCE)0733-947X(2003)129:5(558) 10.1016/j.conbuildmat.2014.02.025 |
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| DOI | 10.1088/1757-899X/768/3/032034 |
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| References | Behiry (MSE_768_3_032034bib6) 2013; 4 Park (MSE_768_3_032034bib7) 2003; 129 Sobhan (MSE_768_3_032034bib2) 1997; 58-04 Arulrajah (MSE_768_3_032034bib5) 2014; 58 Chi (MSE_768_3_032034bib8) 2006; 20 Mashnad (MSE_768_3_032034bib1) 2000 Sobhan (MSE_768_3_032034bib4) 2016; 49 Sobhan (MSE_768_3_032034bib3) 1998 |
| References_xml | – year: 2000 ident: MSE_768_3_032034bib1 article-title: Fatigue durability of stabilized recycled aggregate base course containing fly ash and waste-plastic strip reinforcement[J] – volume: 49 start-page: 2271 year: 2016 ident: MSE_768_3_032034bib4 article-title: Durability of a pavement foundation made from recycled aggregate concrete subjected to cyclic wet–dry exposure and fatigue loading[J] publication-title: Materials & Structures doi: 10.1617/s11527-015-0648-9 – year: 1998 ident: MSE_768_3_032034bib3 article-title: Repeated loading of stabilized recycled aggregate base course[C] – volume: 4 start-page: 661 year: 2013 ident: MSE_768_3_032034bib6 article-title: Utilization of cement treated recycled concrete aggregates as base or subbase layer in Egypt[J] publication-title: Ain Shams Engineering Journal doi: 10.1016/j.asej.2013.02.005 – volume: 20 start-page: 578 year: 2006 ident: MSE_768_3_032034bib8 article-title: Feasible use of recycled concrete aggregates and crushed clay brick as unbound road sub-base[J] publication-title: Con-struction & Building Materials doi: 10.1016/j.conbuildmat.2005.01.045 – volume: 129 start-page: 558 year: 2003 ident: MSE_768_3_032034bib7 article-title: Application of construction and building debris as base and subbase materials in rigid pavement[J] publication-title: Journal of Transportation Engineering doi: 10.1061/(ASCE)0733-947X(2003)129:5(558) – volume: 58-04 start-page: 2024 year: 1997 ident: MSE_768_3_032034bib2 article-title: Stabilized fiber-reinforced pavement base course with recycled aggregate[M] publication-title: Dissertation Abstracts Interna-tional – volume: 58 start-page: 245 year: 2014 ident: MSE_768_3_032034bib5 article-title: Physical properties and shear strength responses of recycled construction and demolition materials in unbound pavement base/subbase applications[J] publication-title: Construction & Building Materials doi: 10.1016/j.conbuildmat.2014.02.025 |
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| SubjectTerms | Cement Pavements Shear stress Splitting Tensile properties |
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| Title | Experimental study on the tensile performance of cement stabilized recycled aggregate pavement base |
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