Shear Strength Characteristics of Fiber Reinforced Fly Ash

نویسندگان

  • A. K. Choudhary
  • J. N. Jha
  • K. S. Gill
چکیده

Disposal of an industrial waste like flyash produced from burning of coals in thermal power stations requires a large land area. The decreasing availability of good construction site has led to the increased use of low lying areas filled up with industrial wastes whose bearing capacity is low. In-situ treatment of such industrial waste fills; in order to improve their bearing capacity with reinforcements is a good alternative to other conventional methods of stabilization. In comparison with systematically reinforced soil, randomly distributed discrete fiberreinforced soil mimics soil stabilization by admixture and exhibit some advantages. A series of tri-axial tests were conducted with specimens of both plain as well as fly ash reinforced with fibers (polyethylene) having different aspect ratios and fiber content (0.251.0% of dry weight of fly ash). Inclusion of reinforcement in general increased shear strength of flyash. Indian Geotechnical Conference – 2010, GEOtrendz December 16–18, 2010 IGS Mumbai Chapter & IIT Bombay

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تاریخ انتشار 2010