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author:

Luo, Surong (Luo, Surong.) [1] | Bai, Junjie (Bai, Junjie.) [2]

Indexed by:

EI PKU CSCD

Abstract:

Compared with natural aggregate,recycled aggregate has lower apparent density,higher water absorption and larger crushing index. Therefore,there are some defects in the performance of recycled aggregate concrete (RAC). In this paper,nano-SiO2 solution was used to strengthen RAC. Three-point bending beam method was adopted to conduct fracture experiment of specimens with varying recycled aggregate replacement rates (0, 50%, 70%, 100%) and specimens with varying replacement rates (50% and 100%) and varying SiO2 addition,12 groups of 60 specimens in all. Double-K fracture parameters were used to assess the fracture property of recycled concrete and to investigate the effect of recycled aggregate replacement rates and addition of SiO2 on the fracture property of recycled concrete. The results show that the initial cracking toughness and the unstable fracture toughness of RAC decreased with the increase of RAC rate. Appropriate amount of nano-SiO2 can improve the fracture toughness of RAC,when the replacement rates of recycled aggregate were 50% and 100% respectively,and the content of nano-SiO2 was 1.0%,the enhancement for initial cracking toughness and unstable fracture toughness of recycled concrete was the highest,reaching 0.6929 MPa•m1/2 and 1.3073 MPa•m1/2 respectively for recycled concrete with 50% recycled aggregate and 0.5552MPa•m1/2 and 1.2410MPa•m1/2 respectively for recycled concrete with 100% recycled aggregate. © 2018, China Water Power Press. All right reserved.

Keyword:

Aggregates Bending machines Brittleness Concrete aggregates Concretes Cracks Fracture toughness Recycling Silica Water absorption

Community:

  • [ 1 ] [Luo, Surong]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 2 ] [Luo, Surong]Environmental Protection Energy-Saving CollaborativeInnovation Center of High-Performance Concrete in Fujian Province, Fuzhou; 350108, China
  • [ 3 ] [Bai, Junjie]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China

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Source :

Journal of Hydraulic Engineering

ISSN: 0559-9350

Year: 2018

Issue: 6

Volume: 49

Page: 670-677

2 . 2 0 6

JCR@2018

2 . 1 0 0

JCR@2023

ESI HC Threshold:170

JCR Journal Grade:2

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 10

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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