2004
DOI: 10.1016/j.conbuildmat.2004.03.005
|View full text |Cite
|
Sign up to set email alerts
|

Effect of microstructure of ITZ on compressive strength of concrete prepared with recycled aggregates

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

16
275
0
24

Year Published

2010
2010
2021
2021

Publication Types

Select...
10

Relationship

0
10

Authors

Journals

citations
Cited by 824 publications
(315 citation statements)
references
References 9 publications
16
275
0
24
Order By: Relevance
“…Thus, the aggregates which have moderate initial moisture content, depending on the condition of storage, absorb a certain amount of free water, and lower the initial W/C in the interfacial transition zone ITZ at early hydration. Newly formed hydrates gradually fill the region and strengthen the interfacial bond between the aggregates and cement [19]. These phenomena could finally generate various shrinkage behaviours.…”
Section: Effect Of Aggregate Quality On the Shrinkagementioning
confidence: 99%
“…Thus, the aggregates which have moderate initial moisture content, depending on the condition of storage, absorb a certain amount of free water, and lower the initial W/C in the interfacial transition zone ITZ at early hydration. Newly formed hydrates gradually fill the region and strengthen the interfacial bond between the aggregates and cement [19]. These phenomena could finally generate various shrinkage behaviours.…”
Section: Effect Of Aggregate Quality On the Shrinkagementioning
confidence: 99%
“…For that reason, recycling CDW as a new aggregate source for concrete has received much more attention due to its feasibility, as well as its environmental and economic benefits [4]. Using recycled concrete aggregate (RCA) for concrete structures in many countries is still controversial and not easy to implement because of the lower qualities of RAC [5] and more complicated microstructure [6] such as containing large flat Ca(OH)2 crystals (CH crystal, about 20-25% of the volume of solids in the hydrated paste) which accumulated in the voids and in the cement paste [7]; a huge amount of pores and cracks; especially when it holds two interfacial transition zone (ITZ) systems including: new ITZ between RCA and new cement paste; old ITZ between old natural aggregate and old adhered mortar [6], which causes negative effects on performance of RAC [8]. Which is why, numerous studies have been conducted to evaluate and improve the mechanical and durability properties of RAC.…”
Section: Introductionmentioning
confidence: 99%
“…7 and 8 that RAC made with RCA obtained approximately the same strength as the corresponding CT concrete. The slightly greater strength of the RA concrete relative to the CT concrete may be attributed to a stronger bond developed at the ITZ between the old mortar and the original aggregate of RAC (which was obtained from the concrete with the compressive strength of approximately 50 MPa) (38)(39)(40); therefore, the strengthcontrolling link of the RA concrete was the ITZ between the new mortar and the RCA, where the interfacial bond was the weakest phase in the concrete. These results are similar to those in previous studies (41,42).…”
Section: Compressive Strengthmentioning
confidence: 99%