Mechanical Behavior of Plastic Strips-Reinforced Expansive Soils Stabilized with Waste Marble Dust

Expansive soil needs to undergo treatment to be used as safe foundation soil for roads and buildings. From an environmental conservation and economical point of view, the usage of agricultural and industrial wastes is the best option. In this study, the effects of utilizing plastic waste and marble...

Full description

Saved in:
Bibliographic Details
Main Authors: Shelema Amena, Worku Firomsa Kabeta
Format: Article
Language:English
Published: Wiley 2022-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2022/9807449
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1849403002049265664
author Shelema Amena
Worku Firomsa Kabeta
author_facet Shelema Amena
Worku Firomsa Kabeta
author_sort Shelema Amena
collection DOAJ
description Expansive soil needs to undergo treatment to be used as safe foundation soil for roads and buildings. From an environmental conservation and economical point of view, the usage of agricultural and industrial wastes is the best option. In this study, the effects of utilizing plastic waste and marble waste dust on the engineering properties of expansive soils were examined. Various laboratory tests were carried out on sampled expansive soil by adding 10, 15, and 20% of marble and 0.25, 0.5, and 0.75% of 5 × 8 mm2 plastic strips. The laboratory test results showed that there are good enhancements on strength parameters due to the addition of marble dust and plastic strips. With an increase in percentages of marble dust and plastic strips, California Bearing Ratio (CBR) values rise. With the addition of marble dust, unconfined compressive strength (UCS) values increase linearly, while they increase only up to 0.5% with the addition of plastic strips. As the proportions of marble dust and plastic strips increase, the soil’s free swell and CBR swell are decreased significantly. This shows that environmental pollution waste marble dust and plastic strips can be utilized to strengthen the weak subgrade soil and minimize its swelling properties. Therefore, this study found out that the expansive soil treated with polyethylene terephthalate (PET) plastic and marble dust can be used as a subgrade material since it fulfills the minimum requirement needed by standards.
format Article
id doaj-art-98bc2c4c58f840d9afc63fde88751f9a
institution Kabale University
issn 1687-8094
language English
publishDate 2022-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-98bc2c4c58f840d9afc63fde88751f9a2025-08-20T03:37:22ZengWileyAdvances in Civil Engineering1687-80942022-01-01202210.1155/2022/9807449Mechanical Behavior of Plastic Strips-Reinforced Expansive Soils Stabilized with Waste Marble DustShelema Amena0Worku Firomsa Kabeta1Jimma Institute of TechnologyJimma Institute of TechnologyExpansive soil needs to undergo treatment to be used as safe foundation soil for roads and buildings. From an environmental conservation and economical point of view, the usage of agricultural and industrial wastes is the best option. In this study, the effects of utilizing plastic waste and marble waste dust on the engineering properties of expansive soils were examined. Various laboratory tests were carried out on sampled expansive soil by adding 10, 15, and 20% of marble and 0.25, 0.5, and 0.75% of 5 × 8 mm2 plastic strips. The laboratory test results showed that there are good enhancements on strength parameters due to the addition of marble dust and plastic strips. With an increase in percentages of marble dust and plastic strips, California Bearing Ratio (CBR) values rise. With the addition of marble dust, unconfined compressive strength (UCS) values increase linearly, while they increase only up to 0.5% with the addition of plastic strips. As the proportions of marble dust and plastic strips increase, the soil’s free swell and CBR swell are decreased significantly. This shows that environmental pollution waste marble dust and plastic strips can be utilized to strengthen the weak subgrade soil and minimize its swelling properties. Therefore, this study found out that the expansive soil treated with polyethylene terephthalate (PET) plastic and marble dust can be used as a subgrade material since it fulfills the minimum requirement needed by standards.http://dx.doi.org/10.1155/2022/9807449
spellingShingle Shelema Amena
Worku Firomsa Kabeta
Mechanical Behavior of Plastic Strips-Reinforced Expansive Soils Stabilized with Waste Marble Dust
Advances in Civil Engineering
title Mechanical Behavior of Plastic Strips-Reinforced Expansive Soils Stabilized with Waste Marble Dust
title_full Mechanical Behavior of Plastic Strips-Reinforced Expansive Soils Stabilized with Waste Marble Dust
title_fullStr Mechanical Behavior of Plastic Strips-Reinforced Expansive Soils Stabilized with Waste Marble Dust
title_full_unstemmed Mechanical Behavior of Plastic Strips-Reinforced Expansive Soils Stabilized with Waste Marble Dust
title_short Mechanical Behavior of Plastic Strips-Reinforced Expansive Soils Stabilized with Waste Marble Dust
title_sort mechanical behavior of plastic strips reinforced expansive soils stabilized with waste marble dust
url http://dx.doi.org/10.1155/2022/9807449
work_keys_str_mv AT shelemaamena mechanicalbehaviorofplasticstripsreinforcedexpansivesoilsstabilizedwithwastemarbledust
AT workufiromsakabeta mechanicalbehaviorofplasticstripsreinforcedexpansivesoilsstabilizedwithwastemarbledust