Evidence map›Paper›PMID 36837180›Full record

ArticleMaterials (Basel, Switzerland)2023

Investigation of Alkali-Activated Slag-Based Composite Incorporating Dehydrated Cement Powder and Red Mud.

Aref A Abadel, Hussam Alghamdi, Yousef R Alharbi, Mohammed Alamri, Mohammad Khawaji, Mohammed A M Abdulaziz, Moncef L Nehdi

Open access · goldAbstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2023. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 8 papers.

0numbers the graph read from it
0cells of the map it votes in
8citing papers in PubMed
5.8field-weighted citation impact, top 3% of its field
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

8 citing papers in PubMed, 38 citations in OpenAlex.

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4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

7 authors at 2 institutions in 2 countries.

Aref A AbadelDepartment of Civil Engineering, College of Engineering, King Saud University, Riyadh 11421, Saudi Arabia.ORCID 0000-0002-8498-1402
Hussam AlghamdiDepartment of Civil Engineering, College of Engineering, King Saud University, Riyadh 11421, Saudi Arabia.ORCID 0000-0002-7348-9420
Yousef R AlharbiDepartment of Civil Engineering, College of Engineering, King Saud University, Riyadh 11421, Saudi Arabia.
Mohammed AlamriDepartment of Civil Engineering, College of Engineering, King Saud University, Riyadh 11421, Saudi Arabia.ORCID 0000-0002-5943-8985
Mohammad KhawajiDepartment of Civil Engineering, College of Engineering, King Saud University, Riyadh 11421, Saudi Arabia.ORCID 0000-0002-3236-252X
Mohammed A M AbdulazizDepartment of Civil Engineering, College of Engineering, King Saud University, Riyadh 11421, Saudi Arabia.
Moncef L NehdiDepartment of Civil Engineering, McMaster University, Hamilton, ON L8S 4M6, Canada.ORCID 0000-0002-2561-993X
King Saud University · SAMcMaster University · CA

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Recycled construction cementitious materials (RCCM) and red mud (RM) could be considered a type of discarded material with potential cementitious properties. Generally, landfilling and stacking are utilized to dispose of this type of solid waste, which can be detrimental to the environment and sustainability of the construction sector. Accordingly, a productive process for making eco-efficient alkali-activated slag-based samples with the inclusion of RCCM and red mud is studied in this paper. Dehydrated cement powder (DCP) is attained through the high-temperature treatment of RCCM, and red mud can be obtained from the alumina industry. Subsequently, DCP and RM are utilized as a partial substitute for granulated blast furnace slag (GBFS) in alkali-activated mixtures. Two different batches were designed; the first batch had only DCP at a dosage of 15%, 30%, 45%, and 60% as a partial substitute for GBFS, and the second batch had both DCP and RM at 15%, 30%, 45%, and 60% as a partial substitute for GBFS. Different strength and durability characteristics were assessed. The findings show that when both dehydrated cement powder and red mud are utilized in high quantities, the strength and durability of the specimens were enhanced, with compressive strength improving by 42.2% at 28 days. Such improvement was obtained when 7.5% each of DCP and RM were added. The results revealed that DCP and RM have a negative effect on workability, whilst they had a positive impact on the drying shrinkage as well as the mechanical strength. X-ray diffraction and micro-structural analysis showed that when the amount of DCP and RM is increased, a smaller number of reactive products forms, and the microstructure was denser than in the case of the samples made with DCP alone. It was also confirmed that when DCP and RM are used at optimized dosages, they can be a potential sustainable binder substitute; thus, valorizing wastes and inhibiting their negative environmental footprint.

Indexed as

compressive strengthcuringdehydrated cement powdergeopolymermicrostructureslag

Identifiers

PMID36837180
PMCPMC9959808
OpenAlexW4320494799

What OpenQuestion holds

Textmetadata
LicenceCC BY
Read underepoch 390

Registered trials

None linked

Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.