2019
DOI: 10.1016/j.conbuildmat.2019.06.228
|View full text |Cite
|
Sign up to set email alerts
|

The effect of peat and wood fly ash on the porosity of mortar

Abstract: Fluidized bed combustion fly ash (FBCFA), notably different from regular (coal) fly ash, is a promising industrial side stream to be used as a supplementary cementitious material (SCM). Peat and wood are important sources of biomass for energy production in Nordic countries and generate formidable amounts of un-used ash yearly. Two FBCFAs from the co-combustion of peat and wood, fly ash from coal combustion, and limestone filler were used to replace 10 wt %, 20 wt %, and 40 wt % of cement in mortar specimens. … Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

1
6
0

Year Published

2021
2021
2024
2024

Publication Types

Select...
7
2
1

Relationship

0
10

Authors

Journals

citations
Cited by 21 publications
(7 citation statements)
references
References 34 publications
1
6
0
Order By: Relevance
“…Other minerals identified in the X-ray analysis were calcite and portlandite, present at 7.0% and 2.8%, respectively. Similarly, the same minerals, but in different amounts, were found in BFA by other researchers [47,48].…”
Section: Parameters Of Bfasupporting
confidence: 72%
“…Other minerals identified in the X-ray analysis were calcite and portlandite, present at 7.0% and 2.8%, respectively. Similarly, the same minerals, but in different amounts, were found in BFA by other researchers [47,48].…”
Section: Parameters Of Bfasupporting
confidence: 72%
“…The water vapour permeability was reduced in all mortars compared to the reference, with 35% being the greatest decrease in M-MF. It has been reported that the incorporation of fine wastes, such the ones that come from C&DW [ 6 , 31 , 32 ] or fly ashes from peat and wood [ 33 ], was responsible for the decrease in water vapour permeability. EN 998-1 establishes a minimum of 1.3·10 −11 kg/m·s·Pa for being considered as repair mortar and thermal isolation mortar.…”
Section: Resultsmentioning
confidence: 99%
“…These curves present two parts; the rst linear part (S 1 ) is related to the lling of coarse capillary pores, whereas the second part is associated with the lling of smaller pores by inhibiting the secondary rate (S 2 ) [51]. The total amount of absorbed water, also called capacity, is related to the total porosity, pore size, and connectivity of the pores [52]. Figure 3 also includes the capacity and the initial rate of water absorption (Si) as a function of the ller content.…”
Section: Durable Properties Of Mortarsmentioning
confidence: 99%