Login
Register
Reset Password
Publish & Distribute
Publishing Solutions
Distribution Solutions
Subjects
Architecture and Design
Arts
Business and Economics
Chemistry
Classical and Ancient Near Eastern Studies
Computer Sciences
Cultural Studies
Engineering
General Interest
Geosciences
History
Industrial Chemistry
Jewish Studies
Law
Library and Information Science, Book Studies
Life Sciences
Linguistics and Semiotics
Literary Studies
Materials Sciences
Mathematics
Medicine
Music
Pharmacy
Philosophy
Physics
Social Sciences
Sports and Recreation
Theology and Religion
Publications
Journals
Books
Proceedings
Publishers
Blog
Contact
Search
EUR
USD
GBP
English
English
Deutsch
Polski
Español
Français
Italiano
Cart
Home
Journals
Materials Science-Poland
Volume 41 (2023): Issue 4 (December 2023)
Open Access
Residual fly ash from pyrometallurgical processes as a partial replacement for Portland cement in mortars: a study of structural evolution and determination of compressive strength
J. C. Juarez-Tapia
J. C. Juarez-Tapia
,
H. García-Ortiz
H. García-Ortiz
,
M. Pérez-Labra
M. Pérez-Labra
,
J. A. Romero-Serrano
J. A. Romero-Serrano
,
M. Reyes-Pérez
M. Reyes-Pérez
,
A. Hernández-Ramirez
A. Hernández-Ramirez
,
V. Acosta-Sanchez
V. Acosta-Sanchez
,
A.M. Teja-Ruiz
A.M. Teja-Ruiz
and
I.A. Reyes-Dominguez
I.A. Reyes-Dominguez
| Apr 02, 2024
Materials Science-Poland
Volume 41 (2023): Issue 4 (December 2023)
About this article
Previous Article
Next Article
Abstract
Article
Figures & Tables
References
Authors
Articles in this Issue
Preview
PDF
Cite
Share
Published Online:
Apr 02, 2024
Page range:
120 - 131
Received:
Jan 23, 2024
Accepted:
Mar 01, 2024
DOI:
https://doi.org/10.2478/msp-2023-0050
Keywords
© 2023 J. C. Juarez-Tapia et al., published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Fig. 1.
X-ray diffraction diffractogram for residual fly ash powders
Fig. 2.
(a) Backscattered electron (BSE) image of typical residual fly ash spheres, (b) elemental spectrum (EDS), (c) particle size distribution
Fig. 3.
X-ray diffraction diffractogram for Portland cement CPC-30R
Fig. 4.
(a) Backscattered electron (BSE) image of Portland cement CPC-30R, (b) elemental spectrum (EDS), (c) particle size distribution
Fig. 5.
X-ray diffraction diffractogram for sand
Fig. 6.
(a) Back-scattered electron (BSE) image of sand; (b) Elemental spectrum (EDS)
Fig. 7.
X-ray diffraction diffractograms for standard mortar mixes (without Portland cement substitution) at 3, 7, and 14 days of curing time
Fig. 8.
X-ray diffraction diffractograms for the mortar mixtures (with Portland cement substitution of 10% residual fly ash) at 3, 7, 14 and 28 days of curing time
Fig. 9.
X-ray diffraction diffractograms for the mortar mixtures (with Portland cement substitution of 15% residual fly ash) at 3, 7, 14, and 28 days of curing time
Fig. 10.
SEM micrograph detail of: (a,b) samples of mortars substituting Portland cement for 0% residual fly ash; (c, d) samples of mortars substituting Portland cement for 10% residual fly ash; (e, f) samples of mortars substituting Portland cement for 15% residual fly ash
Fig. 11.
(a) Particles coated with hydration products; (b) smooth-surfaced particles; (c) particles with evidence of attack on their surface
Fig. 12.
Compressive strength (sc) of mortar samples with 0%, 10%, and 15% residual fly ash at 3, 7, 14, and 28 days
Physical properties of fly ash and Portland cement
Materials
Median particle size (
μ
m)
Specific Gravity
Passing 45 μm sieve (%)
Blaine fineness (m
2
/kg)
Portland cement (CPC-30R)
5.67
3.10
98
348
Fly ash
13.07
2.02
79
302