Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Experimental Investigations on Red Soil Stabilized with Ground Granulated Blast Furnace Slag for Pavement Applications
Ground Granulated Blast furnace Slag (GGBS) is the residual product generated during the manufacturing process steel. The storage of untreated slag consumes more open land for storage. The present article discusses the material properties like grain size analysis, consistency limits, specific gravity, maximum dry density, optimum moisture content, unconfined compression strength test, and durability properties of stabilized red soil with ground granulated blast furnace slag (25%) and its probable application as road construction material. Results have shown an increase in UCS (average 75%) values of the stabilized red soil at 0, 7, and 28 days of curing compared with same day cured sample and problems associated with the earthen road construction material is the reduced strength and weathering due to exposure to harmful climatic conditions. Therefore, the prominence has been given to the durability of the stabilized red soil by considering the effect of wetting and drying (W&D) cycles on its weight loss which is within the limits as specified by codes.
Experimental Investigations on Red Soil Stabilized with Ground Granulated Blast Furnace Slag for Pavement Applications
Ground Granulated Blast furnace Slag (GGBS) is the residual product generated during the manufacturing process steel. The storage of untreated slag consumes more open land for storage. The present article discusses the material properties like grain size analysis, consistency limits, specific gravity, maximum dry density, optimum moisture content, unconfined compression strength test, and durability properties of stabilized red soil with ground granulated blast furnace slag (25%) and its probable application as road construction material. Results have shown an increase in UCS (average 75%) values of the stabilized red soil at 0, 7, and 28 days of curing compared with same day cured sample and problems associated with the earthen road construction material is the reduced strength and weathering due to exposure to harmful climatic conditions. Therefore, the prominence has been given to the durability of the stabilized red soil by considering the effect of wetting and drying (W&D) cycles on its weight loss which is within the limits as specified by codes.
Experimental Investigations on Red Soil Stabilized with Ground Granulated Blast Furnace Slag for Pavement Applications
Lecture Notes in Civil Engineering
Jayalekshmi, B. R. (Herausgeber:in) / Rao, K. S. Nanjunda (Herausgeber:in) / Pavan, G. S. (Herausgeber:in) / Panditharadhya, B. J. (Autor:in) / Sowndarya, S. J. (Autor:in)
International Conference on Sustainable Infrastructure: Innovation, Opportunities and Challenges ; 2023 ; Mangalore, India
20.09.2024
8 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Ground Granulated Blast-Furnace Slag
| Springer Verlag | 2017
Investigation on Granulated Blast Furnace Slag for Pavement
| British Library Conference Proceedings | 1996
| DOAJ | 2022