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Title:Use of Lignin, Waste Tire Rubber, and Waste Glass for Soil Stabilization
Authors:ID Gücek, Süleyman, Faculty of Engineering, Afyon Kocatepe University, Afyonkarahisar 03200, Turkey (Author)
ID Gürer, Cahit, Faculty of Engineering, Afyon Kocatepe University, Afyonkarahisar 03200, Turkey (Author)
ID Žlender, Bojan, Faculty of Civil Engineering, Transportation Engineering and Architecture, University of Maribor, Smetanova 17, 2000 Maribor, Slovenia (Author)
ID Taciroğlu, Murat V., Faculty of Engineering, Mersin University, Mersin 33110, Turkey (Author)
ID Korkmaz, Burak E., Faculty of Engineering, Afyon Kocatepe University, Afyonkarahisar 03200, Turkey (Author)
ID Gürkan, Kürşat, Faculty of Engineering, Afyon Kocatepe University, Afyonkarahisar 03200, Turkey (Author)
ID Bračko, Tamara, Faculty of Civil Engineering, Transportation Engineering and Architecture, University of Maribor, Smetanova 17, 2000 Maribor, Slovenia (Author)
ID Macuh, Borut, Faculty of Civil Engineering, Transportation Engineering and Architecture, University of Maribor, Smetanova 17, 2000 Maribor, Slovenia (Author)
ID Varga, Rok, Faculty of Civil Engineering, Transportation Engineering and Architecture, University of Maribor, Smetanova 17, 2000 Maribor, Slovenia (Author)
ID Jelušič, Primož, Faculty of Civil Engineering, Transportation Engineering and Architecture, University of Maribor, Smetanova 17, 2000 Maribor, Slovenia (Author)
Files:.pdf applsci-14-07532.pdf (5,20 MB)
MD5: 61C55651EC1231F943F96B18869FD022
 
URL https://www.mdpi.com/2076-3417/14/17/7532/pdf
 
Language:English
Work type:Article
Typology:1.01 - Original Scientific Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:The complex interactions between soil and additives such as lignin, glass powder, and rubber tires were investigated using principles of material and soil mechanics. Previous research has mainly focused on individual additives in clay soils. In contrast, this study investigates soil improvement with two different types of waste materials simultaneously. The improvement of soil properties by hybrid waste materials was evaluated using several laboratory tests, including the standard Proctor test, the unconfined compressive strength test, the California Bearing Ratio (CBR) test, and cyclic triaxial tests. The aim of this research is to identify key parameters for the design and construction of road pavements and to demonstrate that improving the subgrade with hybrid waste materials contributes significantly to the sustainability of road construction. The mechanical and physical properties were evaluated in detail to determine the optimal mixtures. The results show that the most effective mixture for the combination of waste glass powder and rubber tires contains 20% glass powder and 3% rubber tires, based on the dry weight of the soil. For the combination of waste glass powder and lignin, the optimum mixture consists of 15% glass powder and 15% lignin, based on the dry weight of the soil. These results provide valuable insights into the sustainable use of waste materials for soil stabilization in road construction projects.
Keywords:soil stabilization, waste glass, tire rubber waste, lignin, hybrid waste usage, mechanical properties, pavement structure
Publication status:Published
Publication version:Version of Record
Submitted for review:08.08.2024
Article acceptance date:23.08.2024
Publication date:26.08.2024
Publisher:MDPI
Year of publishing:2024
Number of pages:str. 7532
Numbering:Vol. 14, no. 17
PID:20.500.12556/DKUM-91917 New window
UDC:624.04
eISSN:2076-3417
COBISS.SI-ID:207343875 New window
DOI:https://dx.doi.org/10.3390/app14177532 New window
Copyright:© 2024 by the authors
Publication date in DKUM:28.02.2025
Views:175
Downloads:9
Metadata:XML DC-XML DC-RDF
Categories:Misc.
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Record is a part of a journal

Title:Applied sciences
Shortened title:Appl. sci.
Publisher:MDPI
ISSN:2076-3417
COBISS.SI-ID:522979353 New window

Document is financed by a project

Funder:EC - European Commission
Funding programme:H2020
Project number:101006512
Name:GEOLAB: Science for enhancing Europe's Critical Infrastructure
Acronym:GEOLAB

Funder:the Slovenian Research Agency (ARIS) and Scientific and Technological Research Council of Türkiye (TÜBİTAK)
Funding programme:Bilateral project
Project number:BI-TR/22-24-06; 122N273

Licences

License:CC BY 4.0, Creative Commons Attribution 4.0 International
Link:http://creativecommons.org/licenses/by/4.0/
Description:This is the standard Creative Commons license that gives others maximum freedom to do what they want with the work as long as they credit the author.

Secondary language

Language:Slovenian
Keywords:stabilizacija zemljin, odpadno steklo, odpadki iz gume, uporaba hibridnih odpadkov, mehanske lastnosti, voziščna konstrukcija


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