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- W2181551134 abstract "Geotechnical engineers often encounters problems in designing foundations of structures on highly compressible clayey soil due to its poor bearing capacity, low shearing strength, etc. Soil reinforcement is an effective and reliable technique for improving strength and stability of soils. In the present study to investigate the influence of randomly distributed fibers on highly compressible clayey soil, series of laboratory model footing tests were conducted. The dosages of polyester fibers having 12 mm in size were taken as 0.25%, 0.50% and 1.00%. The results of load settlement curve of different sizes of square footing on unreinforced soil and soil reinforced with various amount and depths of fiber reinforced soil were recorded. The bearing capacity is also calculated in term of bearing capacity ratio. The results indicate that reinforcement of highly compressible clayey soil with randomly distributed fibers caused an increase in the ultimate bearing capacity and decrease in settlement at the ultimate load." @default.
- W2181551134 created "2016-06-24" @default.
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- W2181551134 date "2010-01-01" @default.
- W2181551134 modified "2023-09-26" @default.
- W2181551134 title "Model Footing Tests on Fiber Reinforced Soil" @default.
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