eprintid: 17003
rev_number: 2
eprint_status: archive
userid: 1
dir: disk0/00/01/70/03
datestamp: 2023-12-19 03:23:28
lastmod: 2023-12-19 03:23:28
status_changed: 2023-12-19 03:07:16
type: article
metadata_visibility: show
creators_name: Hakro, M.R.
creators_name: Kumar, A.
creators_name: Almani, Z.
creators_name: Ali, M.
creators_name: Fediuk, R.
creators_name: Klyuev, S.
creators_name: Klyuev, A.
creators_name: Sabitov, L.
creators_name: Fathi, D.
title: Compaction Characteristics and Permeability of Expansive Shale Stabilized with Locally Produced Waste Materials
ispublished: pub
keywords: Compaction; Dust; Fertilizers; Land fill; Marble; Mechanical permeability; Plasticity; Shale; Soil mechanics; Soil testing; Stabilization, 'current; Compaction characteristics; Environmental pollutions; Expansive clays; Marble dust; Permeability; Permeability properties; Rice-husk ash; Soil compaction; Soil stabilization, Soils
note: cited By 2
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. © 2022 by the authors. Licensee MDPI, Basel, Switzerland.
date: 2022
publisher: MDPI
official_url: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85126950731&doi=10.3390%2fma15062138&partnerID=40&md5=0d0e152c3657819e70f26e76e2e08fb4
id_number: 10.3390/ma15062138
full_text_status: none
publication: Materials
volume: 15
number: 6
refereed: TRUE
issn: 19961944
citation:   Hakro, M.R. and Kumar, A. and Almani, Z. and Ali, M. and Fediuk, R. and Klyuev, S. and Klyuev, A. and Sabitov, L. and Fathi, D.  (2022) Compaction Characteristics and Permeability of Expansive Shale Stabilized with Locally Produced Waste Materials.  Materials, 15 (6).   ISSN 19961944