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A platform for research: civil engineering, architecture and urbanism
Unconfined Compressive Strength of Fly Ash-Soil–lime-Fiber System
The objective of the present study was to investigate the strength of soil-fly ash-fiber-lime system. More specifically to study the effect of different materials such as soil, fly ash, lime, and fiber on the strength of the system in terms of unconfined compressive strength (UCS). The combinations of fly ash stabilized with soil by 15, 25, and 10, 15, and 20% lime added with polypropylene fiber contents of about 0.1, 0.2, and 0.4% were prepared and tested for their strength at curing periods of 7 and 28 days.
Unconfined Compressive Strength of Fly Ash-Soil–lime-Fiber System
The objective of the present study was to investigate the strength of soil-fly ash-fiber-lime system. More specifically to study the effect of different materials such as soil, fly ash, lime, and fiber on the strength of the system in terms of unconfined compressive strength (UCS). The combinations of fly ash stabilized with soil by 15, 25, and 10, 15, and 20% lime added with polypropylene fiber contents of about 0.1, 0.2, and 0.4% were prepared and tested for their strength at curing periods of 7 and 28 days.
Unconfined Compressive Strength of Fly Ash-Soil–lime-Fiber System
Lecture Notes in Civil Engineering
Agnihotri, Arvind Kumar (editor) / Reddy, Krishna R. (editor) / Chore, H. S. (editor) / Kannur, Bhupati (author) / Chore, Hemant S. (author) / Yede, Swati (author)
Indian Geotechnical and Geoenvironmental Engineering Conference ; 2021
2022-11-24
9 pages
Article/Chapter (Book)
Electronic Resource
English
Prediction of unconfined compressive strength of lime treated soils
| Taylor & Francis Verlag | 2024