A Study on the Effects of Plastic Waste Strips and Lime on Strength Characteristics of Expansive Soil

被引:12
作者
Amena, Shelema [1 ]
Chakeri, Dekebi [1 ]
机构
[1] Jimma Univ, Jimma Inst Technol, Jimma, Ethiopia
关键词
GEOTECHNICAL PROPERTIES;
D O I
10.1155/2022/6952525
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Expansive soils are known for their volume changes due to fluctuation in the moisture content of the natural ground. This volume change causes huge destruction to many infrastructures. To avoid such damages, expansive soils should be well treated so that they become safe against bearing capacity failure and excessive settlement. In addition, everywhere plastic environmental pollution is a critical issue, which needs a proper way of utilization. This study primarily aimed at utilizing waste plastic materials with lime as subgrade pavement materials, which is cost-effective and environmentally friendly. Plastic water bottles are used as reinforcement with lime to improve the plasticity and strength properties of the expansive soils. Various laboratory tests are conducted using plastic waste strips with 0.25%, 0.5%, 0.75%, and 1% proportions as soil reinforcement and constant 5% of lime. Finally, significant improvements in CBR, unconfined compressive strength, and free swell are observed at 5% lime and 0.75% plastic waste strips. This study found that stabilizing expansive soil using plastic waste strips and lime has a great influence on the plasticity and strength parameters of the soil. This technique helps to reduce plastic pollution and minimize the cost of stabilizers used to stabilize the subgrade soil.
引用
收藏
页数:6
相关论文
共 24 条
[1]  
Abduljauwad S.N., 1993, TREATMENT CALCAREOUS, V36, P100
[2]   Influence of Plastic Fiber on the Geotechnical Properties of Gypseous Soil [J].
Abdulrahman, S. M. ;
Fattah, M. Y. ;
Ihsan, E. A. .
INTERNATIONAL JOURNAL OF ENGINEERING, 2021, 34 (02) :367-374
[3]  
Alemayehu T., 1986, ZEDE J, V7
[4]   Effects of using silica fume and lime in the treatment of kaolin soft clay [J].
Alrubaye, Ali Jamal ;
Hasan, Muzamir ;
Fattah, Mohammed Y. .
GEOMECHANICS AND ENGINEERING, 2018, 14 (03) :247-255
[6]  
Basma A.A., 1991, Transportation Research Record, V1295, P52
[7]   CONSTRUCTION ON EXPANSIVE SOILS IN SUDAN [J].
CHARLIE, WA ;
OSMAN, MA ;
ALI, EM .
JOURNAL OF CONSTRUCTION ENGINEERING AND MANAGEMENT-ASCE, 1984, 110 (03) :359-374
[8]   The strength and microstructural behavior of lime stabilized subgrade soil in road construction [J].
Dhar, Subhradeep ;
Hussain, Monowar .
INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2021, 15 (04) :471-483
[9]   Fundamentals of soil stabilization [J].
Firoozi A.A. ;
Guney Olgun C. ;
Firoozi A.A. ;
Baghini M.S. .
International Journal of Geo-Engineering, 8 (1)
[10]  
Freilich B.J., 2010, P 9 INT C GEOSYNTHET, V4, P1997