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[期刊论文]

Performance of pervious concrete influenced by typical properties of recycled concrete aggregate and suggestions for practical use

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author:

Liu, Wenshen (Liu, Wenshen.) [1] | Zhang, Hongru (Zhang, Hongru.) [2] | Chen, Zongyan (Chen, Zongyan.) [3] | Unfold

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Abstract:

This work investigated the effects of the crushing index and water absorption of recycled concrete aggregate (RCA) on performance of recycled aggregate pervious concrete (RAPC). It was found that the large RCA water absorption can reduce the cohesiveness between aggregates thereby leading to poor castability of fresh RAPC mixture. This would further lower the micro-mechanical properties of new cement paste and weaken the RCA/paste bonding thereby causing poorer compressive/flexural strength of RAPC. However, the poor cohesiveness at larger RCA water absorptions could create more connected pores for superior permeability. The high crushing index of RCA was disadvantageous to RAPC’s compressive strength but its influence on flexural strength or permeability was insignificant. This work suggests that the RCA crushing index/water absorption should be adjusted according to specific technical requirements on strength/permeability by different layers of permeable pavements and RCA with very high water absorption or crushing index should not be utilised. © 2023 Informa UK Limited, trading as Taylor & Francis Group.

Keyword:

Compressive strength Concrete aggregates Crushing Mechanical permeability Recycling Water absorption

Community:

  • [ 1 ] [Liu, Wenshen]College of Civil Engineering, Fuzhou University, Fuzhou, China
  • [ 2 ] [Zhang, Hongru]College of Civil Engineering, Fuzhou University, Fuzhou, China
  • [ 3 ] [Chen, Zongyan]Fuzhou New District Traffic Construction Co. Ltd., Fuzhou, China
  • [ 4 ] [Tao, Ji]College of Civil Engineering, Fuzhou University, Fuzhou, China
  • [ 5 ] [Zhang, Xiao]College of Civil Engineering, Fuzhou University, Fuzhou, China
  • [ 6 ] [Zhao, Baojun]China State Construction Hailong Technology Co. Ltd., Fuzhou, China

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Source :

Road Materials and Pavement Design

ISSN: 1468-0629

Year: 2024

Issue: 5

Volume: 25

Page: 1090-1111

3 . 4 0 0

JCR@2023

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 8

30 Days PV: 0

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