Use of Lignin, Waste Tire Rubber, and Waste Glass for Soil Stabilization

被引:0
|
作者
Gucek, Suleyman [1 ]
Gurer, Cahit [1 ]
Zlender, Bojan [2 ]
Taciroglu, Murat V. [3 ]
Korkmaz, Burak E. [1 ]
Gurkan, Kuersat [1 ]
Bravcko, Tamara [2 ]
Macuh, Borut [2 ]
Varga, Rok [2 ]
Jelusic, Primoz [2 ]
机构
[1] Afyon Kocatepe Univ, Fac Engn, TR-03200 Afyonkarahisar, Turkiye
[2] Univ Maribor, Fac Civil Engn Transportat & Architecture, Smetanova 17, Maribor 2000, Slovenia
[3] Mersin Univ, Fac Engn, TR-33110 Mersin, Turkiye
来源
APPLIED SCIENCES-BASEL | 2024年 / 14卷 / 17期
关键词
soil stabilization; waste glass; tire rubber waste; lignin; hybrid waste usage; mechanical properties; pavement structure; EXPANSIVE SOIL; STRENGTH; CLAY;
D O I
10.3390/app14177532
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
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.
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页数:17
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