A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Evaluation of Adhesion Factor Between Clay and Steel Slag
The main characteristics of the clayey soil are poor shear strength, swelling potential, and excess settlement. Such soil always poses challenges for the development of infrastructure. The study of enhancing the strength of weak soil is an ongoing process. One of them is the utilization of industrial waste, which reduces waste management and is cost-effective. This paper presents experimental work on three different clayey soil, stabilized with a steel slag column. The height of steel slag columns was kept constant (150 mm), and the diameter of steel slag columns was adjusted so that the L/D ratio of 10, 6, 5, 4, 3 can be obtained. Clayey soil was stabilized with steel slag column as non-displacement in floating condition. Loading was applied through a 10 mm thick circular plate with a diameter equals to the diameter of a steel slag column. Load versus settlement curves were obtained for each soil with all L/D ratios. Experimental results were verified through a conventional mathematical equation. Adhesion factor between clay and steel slag was determined for each L/D ratio. An empirical correlation was established between the adhesion factor and the L/D ratio.
Evaluation of Adhesion Factor Between Clay and Steel Slag
The main characteristics of the clayey soil are poor shear strength, swelling potential, and excess settlement. Such soil always poses challenges for the development of infrastructure. The study of enhancing the strength of weak soil is an ongoing process. One of them is the utilization of industrial waste, which reduces waste management and is cost-effective. This paper presents experimental work on three different clayey soil, stabilized with a steel slag column. The height of steel slag columns was kept constant (150 mm), and the diameter of steel slag columns was adjusted so that the L/D ratio of 10, 6, 5, 4, 3 can be obtained. Clayey soil was stabilized with steel slag column as non-displacement in floating condition. Loading was applied through a 10 mm thick circular plate with a diameter equals to the diameter of a steel slag column. Load versus settlement curves were obtained for each soil with all L/D ratios. Experimental results were verified through a conventional mathematical equation. Adhesion factor between clay and steel slag was determined for each L/D ratio. An empirical correlation was established between the adhesion factor and the L/D ratio.
Evaluation of Adhesion Factor Between Clay and Steel Slag
Lecture Notes in Civil Engineering
Kondraivendhan, B. (editor) / Modhera, C. D. (editor) / Matsagar, Vasant (editor) / Vasiya, V. M. (author) / Solanki, C. H. (author)
2022-05-14
7 pages
Article/Chapter (Book)
Electronic Resource
English
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