Evidence map›Paper›PMID 36295305›Full record

ArticleMaterials (Basel, Switzerland)2022

Mechanical Performance of Fly Ash Based Geopolymer (FAG) as Road Base Stabilizer.

Liyana Ahmad Sofri, Mohd Mustafa Al Bakri Abdullah, Andrei Victor Sandu, Thanongsak Imjai, Petrica Vizureanu, Mohd Rosli Mohd Hasan, Mohammad Almadani, Ikmal Hakem Ab Aziz, Farahiyah Abdul Rahman

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2022. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 3 papers.

0numbers the graph read from it
0cells of the map it votes in
3citing papers in PubMed
–field-weighted citation impact
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

3 citing papers in PubMed.

  1. Article
  2. Article
  3. Article
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

9 authors.

Liyana Ahmad SofriFaculty of Civil Engineering & Technology, Universiti Malaysia Perlis (UniMAP), Arau 02600, Malaysia.ORCID 0000-0001-8008-3923
Mohd Mustafa Al Bakri AbdullahCentre of Excellence Geopolymer and Green Technology, (CEGeoGTech), Universiti Malaysia Perlis (UniMAP), Arau 01000, Malaysia.
Andrei Victor SanduFaculty of Material Science and Engineering, Gheorghe Asachi Technical University of Iasi, 41 D. Mangeron St., 700050 Iasi, Romania.ORCID 0000-0002-9292-749X
Thanongsak ImjaiCenter of Excellence in Sustainable Disaster Management, School of Engineering and Technology, Walailak University, Nakhonsithammarat 80161, Thailand.ORCID 0000-0002-3220-7669
Petrica VizureanuFaculty of Material Science and Engineering, Gheorghe Asachi Technical University of Iasi, 41 D. Mangeron St., 700050 Iasi, Romania.ORCID 0000-0002-3593-9400
Mohd Rosli Mohd HasanSchool of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, Penang 14300, Malaysia.ORCID 0000-0001-6922-4158
Mohammad AlmadaniDepartment of Civil Engineering, Faculty of Engineering-Rabigh Branch, King Abdulaziz University, Jeddah 21589, Saudi Arabia.ORCID 0000-0003-2017-4932
Ikmal Hakem Ab AzizCentre of Excellence Geopolymer and Green Technology, (CEGeoGTech), Universiti Malaysia Perlis (UniMAP), Arau 01000, Malaysia.ORCID 0000-0002-2152-8918
Farahiyah Abdul RahmanFaculty of Civil Engineering & Technology, Universiti Malaysia Perlis (UniMAP), Arau 02600, Malaysia.

Funding

Center of Excellence Geopolymer and Green Technology (CEGeoGTECH),Gheorghe Asachi Technical University of Iași University Scientific Research Fund (FCSU)
6 · The paper itself

Abstract

This study examines the strength development of fly ash-based geopolymer (FAG) as a stabilizer for road base material for pavement construction. In the last decade, there has been a rapid development of conventionally treated bases, such as cement-treated bases. However, a major problem with this kind of application is the shrinkage cracking in cement-treated bases that may result in the reflection cracks on the asphalt pavement surface. This study explores the effects of FAG on base layer properties using mechanistic laboratory evaluation and its practicability in pavement base layers. The investigated properties are flexural strength (FS), unconfined compressive strength (UCS), shrinkage, and resilient modulus (RM), as well as indirect tensile strength (ITS). The findings showed that the mechanical properties of the mixture enhanced when FAG was added to 80-85% of crushed aggregate, with the UCS being shown to be a crucial quality parameter. The effectiveness of FAG base material can have an impact on the flexible pavements' overall performance since the base course stiffness directly depends on the base material properties. As a stabilizing agent for flexible pavement applications, the FAG-stabilized base appeared promising, predicated on test outcomes.

Indexed as

base course materialfly ashgeopolymerroad base stabilizationunconfined compressive strength

Identifiers

PMID36295305
PMCPMC9607395

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.