2019
DOI: 10.1016/j.jcou.2019.05.034
|View full text |Cite
|
Sign up to set email alerts
|

Effect of carbonation curing regime on strength and microstructure of Portland cement paste

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
2

Citation Types

4
38
0

Year Published

2020
2020
2024
2024

Publication Types

Select...
5
3

Relationship

0
8

Authors

Journals

citations
Cited by 219 publications
(42 citation statements)
references
References 49 publications
4
38
0
Order By: Relevance
“…Peaks related to AFm and AFt phases also vanished with the carbonation curing. Carbonation-induced decomposition of these phases is evident from previous research works [ 48 ]. M- and H-seires samples also showed peaks related to brownmillerite, whose inetnsity also reduced with increased replacement levels of PC.…”
Section: Resultsmentioning
confidence: 67%
See 1 more Smart Citation
“…Peaks related to AFm and AFt phases also vanished with the carbonation curing. Carbonation-induced decomposition of these phases is evident from previous research works [ 48 ]. M- and H-seires samples also showed peaks related to brownmillerite, whose inetnsity also reduced with increased replacement levels of PC.…”
Section: Resultsmentioning
confidence: 67%
“…The OPC samples exhibited comparable compressive strength for all curing regimes, i.e., ambient and carbonation curing regimes. Chen et al [ 48 ] described that carbonation-cured PC-systems show improvement in compressive strengths at early ages while the positive effect weakens with longer age. Other than this, the optimal pre-curing duration before start of carbonation curing, also depends with the carbonation duration; it decreases with the increase in carbonation curing duration [ 48 ].…”
Section: Resultsmentioning
confidence: 99%
“…The compressive strength of CO 2 -cured cement paste increased with curing time within 24 h, and the increment was especially striking in the first 2 h [15]. Carbonation curing leads to a significant improvement in the early strength of cement mortars, but with the extension of the curing age, this positive effect gradually weakens, and excessive carbonation will lead to decalcification of C-S-H and decrease in strength [16]. Therefore, it is very important to choose the proper carbonation curing time.…”
Section: Introductionmentioning
confidence: 96%
“…The mechanism and kinetics of these reactants of carbonation are different. The carbonation mechanism of CH is a direct reaction, but the carbonation mechanism of C-S-H is more complicated [16] (see Equations ( 1) and ( 2)). C 3 S and its hydration product Ca(OH) 2 are the key reactants for early-age carbonation.…”
Section: Introductionmentioning
confidence: 99%
“…According to Panesar and Zhang [ 21 ], for lower replacement levels (up to 10%) concrete or mortar with limestone filler has similar properties compared with control mix, but the increase of substitution ratio can affect properties such as strength, porosity and permeability. To mitigate these drawbacks research studies were performed using nano-CaCO 3 [ 22 , 23 , 24 , 25 , 26 , 27 , 28 , 29 , 30 , 31 , 32 , 33 , 34 , 35 ]. Ge et al [ 32 ] reported that the addition to mortar/concrete of nano-calcium carbonate (in adequate amounts) increases the compressive strength and reduces average pore diameter.…”
Section: Introductionmentioning
confidence: 99%