Performance of Subgrade Soil Blended with Cement and Ethylene Vinyl Acetate

To improve the essential properties of soil, stabilization proved to be more significant in overcoming the limitations of the desired soil. The improvement of soil properties will not only enhance the mechanical properties rather it will help in preventing dust and erosion formation. In this study,...

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Main Authors: Kashif Ali Khan, Hassan Nasir, Muhammad Alam, Sajjad Wali Khan, Izhar Ahmad
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/9831615
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author Kashif Ali Khan
Hassan Nasir
Muhammad Alam
Sajjad Wali Khan
Izhar Ahmad
author_facet Kashif Ali Khan
Hassan Nasir
Muhammad Alam
Sajjad Wali Khan
Izhar Ahmad
author_sort Kashif Ali Khan
collection DOAJ
description To improve the essential properties of soil, stabilization proved to be more significant in overcoming the limitations of the desired soil. The improvement of soil properties will not only enhance the mechanical properties rather it will help in preventing dust and erosion formation. In this study, a set of tests are carried out to examine the strength characteristics of subgrade soil blended with ethylene vinyl acetate (EVA) and cement. EVA contributes almost 14% mass to the global waste, requiring bigger lands for its disposal; therefore, in order to promote a green environment and to bring an economical waste management system, an investigation of using EVA in the soil stabilization techniques is attempted. Soil specimens are investigated with and without the inclusion of EVA and cement. For this purpose, EVA was mixed with soil at a percentage level of 3, 6, and 9% whereas the cement was mixed at a percentage level of 4, 6, and 8%. To examine the combined effects of EVA and cement, the specimens were tested for compaction, direct shear, unconfined compression, triaxial, XRD, porosity, and permeability tests. All the soil samples were cured at 7, 14, and 28 days followed by the standard testing procedure. When cement was added to soil up to 4, 6, and 8% at a constant level of EVA (9%), cohesion was increased by 37, 42, and 46% while the unconfined compressive strength (UCS) was increased by 76, 81, and 84% for the same mixes. From the statistics, it clearly evident that the percentage increase caused by the addition of even 3% EVA to the cemented and uncemented soil specimens is very significant regarding cohesion and compressive strength. Porosity and permeability of soil containing both EVA (9%) and cement (8%) were decreased by 37% and 77%, respectively.
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spelling doaj-art-6f97abcbd4e04a6ea0f60d3c2c5fd88b2025-02-03T05:53:10ZengWileyAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/98316159831615Performance of Subgrade Soil Blended with Cement and Ethylene Vinyl AcetateKashif Ali Khan0Hassan Nasir1Muhammad Alam2Sajjad Wali Khan3Izhar Ahmad4Department of Civil Engineering, CECOS University of IT & Emerging Sciences, Peshawar, PakistanDepartment of Civil Engineering, CECOS University of IT & Emerging Sciences, Peshawar, PakistanDepartment of Civil Engineering, Abasyn University Peshawar, Peshawar, PakistanDepartment of Civil Engineering, University of Engineering & Technology Jalozai Campus, Peshawar, PakistanCollege of Civil and Transportation Engineering, Hohai University, Nanjing, ChinaTo improve the essential properties of soil, stabilization proved to be more significant in overcoming the limitations of the desired soil. The improvement of soil properties will not only enhance the mechanical properties rather it will help in preventing dust and erosion formation. In this study, a set of tests are carried out to examine the strength characteristics of subgrade soil blended with ethylene vinyl acetate (EVA) and cement. EVA contributes almost 14% mass to the global waste, requiring bigger lands for its disposal; therefore, in order to promote a green environment and to bring an economical waste management system, an investigation of using EVA in the soil stabilization techniques is attempted. Soil specimens are investigated with and without the inclusion of EVA and cement. For this purpose, EVA was mixed with soil at a percentage level of 3, 6, and 9% whereas the cement was mixed at a percentage level of 4, 6, and 8%. To examine the combined effects of EVA and cement, the specimens were tested for compaction, direct shear, unconfined compression, triaxial, XRD, porosity, and permeability tests. All the soil samples were cured at 7, 14, and 28 days followed by the standard testing procedure. When cement was added to soil up to 4, 6, and 8% at a constant level of EVA (9%), cohesion was increased by 37, 42, and 46% while the unconfined compressive strength (UCS) was increased by 76, 81, and 84% for the same mixes. From the statistics, it clearly evident that the percentage increase caused by the addition of even 3% EVA to the cemented and uncemented soil specimens is very significant regarding cohesion and compressive strength. Porosity and permeability of soil containing both EVA (9%) and cement (8%) were decreased by 37% and 77%, respectively.http://dx.doi.org/10.1155/2020/9831615
spellingShingle Kashif Ali Khan
Hassan Nasir
Muhammad Alam
Sajjad Wali Khan
Izhar Ahmad
Performance of Subgrade Soil Blended with Cement and Ethylene Vinyl Acetate
Advances in Civil Engineering
title Performance of Subgrade Soil Blended with Cement and Ethylene Vinyl Acetate
title_full Performance of Subgrade Soil Blended with Cement and Ethylene Vinyl Acetate
title_fullStr Performance of Subgrade Soil Blended with Cement and Ethylene Vinyl Acetate
title_full_unstemmed Performance of Subgrade Soil Blended with Cement and Ethylene Vinyl Acetate
title_short Performance of Subgrade Soil Blended with Cement and Ethylene Vinyl Acetate
title_sort performance of subgrade soil blended with cement and ethylene vinyl acetate
url http://dx.doi.org/10.1155/2020/9831615
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AT sajjadwalikhan performanceofsubgradesoilblendedwithcementandethylenevinylacetate
AT izharahmad performanceofsubgradesoilblendedwithcementandethylenevinylacetate