Comparative study of carbonized peach shell and carbonized apricot shell to improve the performance of lightweight concrete
文献类型:期刊论文
作者 | Fan Wu1,2; Changwu Liu3,4; Lianwei Zhang3,4; Yonghu Lu3,4; Yuanjun Ma3,4 |
刊名 | CONSTRUCTION AND BUILDING MATERIALS
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出版日期 | 2018 |
卷号 | 188页码:758-771 |
关键词 | Peach shell Apricot shell Carbonized aggregate Lightweight aggregate concrete Creep |
ISSN号 | 0950-0618 |
DOI | 10.1016/j.conbuildmat.2018.08.094 |
产权排序 | 2 |
英文摘要 | To improve the performance of peach shell concrete (PSC) and apricot shell concrete (ASC), the effect of carbonized peach shell (CPS) and carbonized apricot shell (CAS) instead of peach shell (PS) and apricot shell (AS), respectively, on physical, mechanical and triaxial creep properties of lightweight aggregate concrete (LWAC) was investigated. Results showed that the replacement of raw aggregates (PS and AS) with carbonized aggregates (CPS and CAS) reduced the density, water absorption and open porosity, and increased the efficiency factor, total porosity of LWAC. Moreover, the mechanical properties were significantly enhanced, and the CAS mixture obtained the highest compressive strength, splitting tensile strength, flexural strength and modulus of elasticity, which were 38.8 MPa, 3.54 MPa, 5.49 MPa, and 15.1 GPa, respectively, an increase of 44.2%, 55.3%, 54.6%, and 42.5%, respectively, compared to the AS mixture. Triaxial creep results showed that under coupled water pressure and axial pressure condition, the use of carbonized aggregates instead of raw aggregates significantly decreased creep strain of LWAC and the concentrations of K+, Ca2+, Mg2+ and Sr2+ in the leaching solution. Therefore, use of CPS and CAS as lightweight aggregate in concrete can significantly improve the performance of LWAC. (C) 2018 Elsevier Ltd. All rights reserved. |
电子版国际标准刊号 | 1879-0526 |
语种 | 英语 |
WOS记录号 | WOS:000447579600067 |
源URL | [http://ir.imde.ac.cn/handle/131551/24216] ![]() |
专题 | 中国科学院水利部成都山地灾害与环境研究所 |
通讯作者 | Fan Wu; Changwu Liu |
作者单位 | 1.Institute of Disaster Management and Reconstruction, Sichuan University-The Hong Kong Polytechnic University, No. 1 Huanghe Road, Chengdu 610065, China; 2.Key Laboratory of Geological Hazards Mitigation for Mountainous Highway and Waterway, Chongqing Municipal Education Commission, Chongqing Jiaotong University, No. 66 Xuefu Avenue, Nan’an District, Chongqing 400074, China; 3.College of Water Resource and Hydropower, Sichuan University, No. 24 South Section 1, Yihuan Road, Chengdu 610065, China; 4.State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, No. 24 South Section 1, Yihuan Road, Chengdu 610065, China |
推荐引用方式 GB/T 7714 | Fan Wu,Changwu Liu,Lianwei Zhang,et al. Comparative study of carbonized peach shell and carbonized apricot shell to improve the performance of lightweight concrete[J]. CONSTRUCTION AND BUILDING MATERIALS,2018,188:758-771. |
APA | Fan Wu,Changwu Liu,Lianwei Zhang,Yonghu Lu,&Yuanjun Ma.(2018).Comparative study of carbonized peach shell and carbonized apricot shell to improve the performance of lightweight concrete.CONSTRUCTION AND BUILDING MATERIALS,188,758-771. |
MLA | Fan Wu,et al."Comparative study of carbonized peach shell and carbonized apricot shell to improve the performance of lightweight concrete".CONSTRUCTION AND BUILDING MATERIALS 188(2018):758-771. |
入库方式: OAI收割
来源:成都山地灾害与环境研究所
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