Recycling of crushed waste clay brick as aggregates in cement mortars: An approach from macro- and micro-scale investigation
The waste clay brick (WCB) was crushed and used as the fine aggregates to produce recycled mortars with sufficient workability (i.e. high water-cement ratio of 0.6). Two curing conditions (air and standard) and two statuses of WCB (dry and pre-soaking) were considered in this study. It was found tha...
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| Vydané v: | Construction & building materials Ročník 274; s. 122068 |
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| Hlavní autori: | , , , , , |
| Médium: | Journal Article |
| Jazyk: | English |
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Elsevier Ltd
08.03.2021
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| ISSN: | 0950-0618 |
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| Abstract | The waste clay brick (WCB) was crushed and used as the fine aggregates to produce recycled mortars with sufficient workability (i.e. high water-cement ratio of 0.6). Two curing conditions (air and standard) and two statuses of WCB (dry and pre-soaking) were considered in this study. It was found that the recycled mortars with the dry WCB had relatively higher mechanical properties and lower water absorption but a converse tendency for pre-soaking WCB mortars, regardless of the curing conditions. Although the internal curing effect of WCB was more pronounced under the air condition, the overall performance of recycled mortars cured in the standard condition was better. Microstructural changes were then investigated through X-ray diffraction (XRD), thermogravimetric-differential scanning calorimetry (TG-DSC), scanning electron microscopy (SEM), and mercury intrusion porosimetry (MIP) to support the macro property changes of recycled mortars. As evaluated by TG-DSC, the hydration degree of cement in the recycled mortar with dry WCB were greater than that of reference group without WCB, and the hydration degree further increased when the natural aggregates were replaced by the pre-soaking WCB. Regardless of the curing conditions, the WCB aggregate were tightly bonded by cement paste in the recycled mortar with dry WCB, and the interfacial transition zone (ITZ) between them was more compact. Conversely, the interval between pre-soaking WCB and cement matrix was observed. The incorporation of dry or pre-soaking WCB increased the porosity of recycled mortars. The recycled WCB mortars could be used for producing the cleaner building materials. |
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| AbstractList | The waste clay brick (WCB) was crushed and used as the fine aggregates to produce recycled mortars with sufficient workability (i.e. high water-cement ratio of 0.6). Two curing conditions (air and standard) and two statuses of WCB (dry and pre-soaking) were considered in this study. It was found that the recycled mortars with the dry WCB had relatively higher mechanical properties and lower water absorption but a converse tendency for pre-soaking WCB mortars, regardless of the curing conditions. Although the internal curing effect of WCB was more pronounced under the air condition, the overall performance of recycled mortars cured in the standard condition was better. Microstructural changes were then investigated through X-ray diffraction (XRD), thermogravimetric-differential scanning calorimetry (TG-DSC), scanning electron microscopy (SEM), and mercury intrusion porosimetry (MIP) to support the macro property changes of recycled mortars. As evaluated by TG-DSC, the hydration degree of cement in the recycled mortar with dry WCB were greater than that of reference group without WCB, and the hydration degree further increased when the natural aggregates were replaced by the pre-soaking WCB. Regardless of the curing conditions, the WCB aggregate were tightly bonded by cement paste in the recycled mortar with dry WCB, and the interfacial transition zone (ITZ) between them was more compact. Conversely, the interval between pre-soaking WCB and cement matrix was observed. The incorporation of dry or pre-soaking WCB increased the porosity of recycled mortars. The recycled WCB mortars could be used for producing the cleaner building materials. |
| ArticleNumber | 122068 |
| Author | Wang, Chaoqiang Liu, Dongsheng Huang, Qian Zhu, Xiaohong Xiong, Guangqi Zhao, Liang |
| Author_xml | – sequence: 1 givenname: Qian surname: Huang fullname: Huang, Qian organization: School of Civil and Architectural Engineering, Yangtze Normal University, Chongqing 408100, China – sequence: 2 givenname: Xiaohong surname: Zhu fullname: Zhu, Xiaohong email: cnxz@leeds.ac.uk organization: School of Civil Engineering, University of Leeds, LS2 9JT, UK – sequence: 3 givenname: Guangqi surname: Xiong fullname: Xiong, Guangqi organization: College of Materials Science and Engineering, Chongqing University, Chongqing 400045, China – sequence: 4 givenname: Chaoqiang surname: Wang fullname: Wang, Chaoqiang organization: School of Materials Science and Engineering, Chongqing Jiaotong University, Chongqing 400074, China – sequence: 5 givenname: Dongsheng surname: Liu fullname: Liu, Dongsheng organization: Green Intelligence Environment School, Yangtze Normal University, Chongqing 408100, China – sequence: 6 givenname: Liang surname: Zhao fullname: Zhao, Liang organization: School of Civil and Architectural Engineering, Yangtze Normal University, Chongqing 408100, China |
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| Keywords | Cement mortars Water absorption Waste clay brick (WCB) Microstructure Mechanical property Recycle |
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