Evidence map›Paper›PMID 35329586›Full record

ArticleMaterials (Basel, Switzerland)2022

Compaction Characteristics and Permeability of Expansive Shale Stabilized with Locally Produced Waste Materials.

Muhammad Rehan Hakro, Aneel Kumar, Zaheer Almani, Mujahid Ali, Roman Fediuk, Sergey Klyuev, Alexander Klyuev, Linar Sabitov, Dina Fathi

Abstract read
PubMed Full text at PMC Publisher
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 1 paper.

0numbers the graph read from it
0cells of the map it votes in
1citing 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

1 citing paper in PubMed.

  1. Recyclable Materials for Ecofriendly Technology.Materials (Basel, Switzerland) · 2022
    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.

Muhammad Rehan HakroDepartment of Civil Engineering, Mehran University of Engineering and Technology, Jamshoro 76062, Sindh, Pakistan.ORCID 0000-0003-4740-6588
Aneel KumarDepartment of Civil Engineering, Mehran University of Engineering and Technology, Jamshoro 76062, Sindh, Pakistan.ORCID 0000-0002-1579-5681
Zaheer AlmaniDepartment of Civil Engineering, Mehran University of Engineering and Technology, Jamshoro 76062, Sindh, Pakistan.
Mujahid AliDepartment of Civil and Environmental Engineering, Universiti Teknologi PETRONAS, Bandar Seri Iskandar 31750, Perak, Malaysia.ORCID 0000-0003-4376-0459
Roman FediukPolytechnic Institute, Far Eastern Federal University, 690922 Vladivostok, Russia.ORCID 0000-0002-2279-1240
Sergey KlyuevDepartment of Theoretical Mechanics and Strength of Materials, Belgorod State Technological University Named after V.G. Shukhov, 308012 Belgorod, Russia.ORCID 0000-0002-1995-6139
Alexander KlyuevDepartment of Theoretical Mechanics and Strength of Materials, Belgorod State Technological University Named after V.G. Shukhov, 308012 Belgorod, Russia.
Linar SabitovKazan Federal University, 420008 Kazan, Russia.
Dina FathiStructural Engineering and Construction Management Department, Faculty of Engineering and Technology, Future University in Egypt, New Cairo 11845, Egypt.

Funding

Kazan Federal University Strategic Academic Leadership Program PRIORITY-2030
6 · The paper itself

Abstract

Waste is available in an abundant form and goes to landfill without any use, creating threats to the environment. Recent and past studies have used different types of waste to stabilize soil and reduce environmental impacts. However, there is a lack of studies on the combined use of marble dust, rice-husk ash, and saw dust in expansive shale soil. The current study tries to overcome such a gap in the literature, studying the effect of marble dust, rice-husk ash, and saw dust on expansive shale's compaction characteristics and permeability properties. According to unified soil classification and the AAHTO classification system, the geotechnical properties of natural soil are classified as clay of high plasticity (CH) and A-7-5. Several tests are performed in the laboratory to investigate the compaction characteristics and permeability properties of expansive shale. Moreover, permeability apparatus is used to investigate the permeability properties of soil. In addition, due to the accuracy of the apparatus, the conventional apparatus has been partly modified. The experimental results show that the addition of waste to the soil has significantly improved soil stabilization, increasing permeability and decreasing plasticity indexes. In addition, there is a gradual decrease in the dry density of soil and an increase in the permeability of stabilized soil. Based on the outcomes of the current study, it claims and concludes that these waste materials can be used as soil stabilizers or modifiers, instead of being dumped in landfill, which will provide a green, friendly, and sustainable environment. The current study recommends that future researchers use various wastes in the concrete and soil to improve their compaction and mechanical properties.

Indexed as

environmental pollutionexpansive claypermeabilitysoil compactionsoil stabilizationwaste materials

Identifiers

PMID35329586
PMCPMC8951604

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.