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author:

Huang, H. (Huang, H..) [1] | Zheng, J. (Zheng, J..) [2] | Luo, S. (Luo, S..) [3]

Indexed by:

Scopus PKU CSCD

Abstract:

Experimental tests on specimens of recycled concrete at early ages are conducted to examine how its basic tensile creep varies with recycled coarse aggregate of different quality, recycled coarse and fine aggregate of different replacement rates, and pre-cleaning of recycled fine aggregate. Test results show that this creep increases with the replacement rate but decreases with the volume fraction of natural aggregate, and that pre-cleaning of recycled fine aggregate is an effective way to reduce the creep by 4.1% ~ 7.9%. Our calculations and analysis demonstrate that by introducing parameters representing the volume of natural aggregate and replacement rate of recycled fine aggregate, a model for prediction of the basic tensile creep of recycled concrete at early ages can be constructed through certain modification on the M-Burgers model that is limited to the basic tensile creep prediction of normal concrete. © 2018 All right reserved.

Keyword:

Basic tensile creep; Early age; Prediction model; Recycled aggregate concrete; Recycled coarse aggregate; Recycled fine aggregate

Community:

  • [ 1 ] [Huang, H.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 2 ] [Huang, H.]College of Civil Engineering, Putian University, Putian, Fujian 351100, China
  • [ 3 ] [Zheng, J.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 4 ] [Zheng, J.]Fujian Jiangxia University, Fuzhou, 350108, China
  • [ 5 ] [Zheng, J.]Fujian 2011 Collaborative Innovation Center of Environmental Protection in High Performance Concrete, Fuzhou, 350108, China
  • [ 6 ] [Luo, S.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 7 ] [Luo, S.]Fujian 2011 Collaborative Innovation Center of Environmental Protection in High Performance Concrete, Fuzhou, 350108, China

Reprint 's Address:

  • [Luo, S.]College of Civil Engineering, Fuzhou UniversityChina

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Source :

Journal of Hydroelectric Engineering

ISSN: 1003-1243

Year: 2018

Issue: 6

Volume: 37

Page: 112-120

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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