Int. J. Advanced Structures & Geotechnical Engineering
ISSN 2319-5347, ISI Impact Factor: 0.763
VOLUME 03 NO. 01 JANUARY 2014:
Title:
California bearing ratio of expansive subgrade
stabilized with waste materials
Authors: C. Rajakumar, T.
Meenambal, P. D. Arumairaj
Abstract:
The need to bring down the damage to
environment and the cost of soil stabilizers has to
intense global research towards economic utilization of
wastes for engineering purposes. The safe disposal of
industrial and agricultural waste products demands
urgent and cost effective solutions.The growing cost of
traditional stabilizing agents and the need for the
economical utilization of industrial and agricultural
wastes has prompted an investigation into the
stabilizing potential of coal ash, groundnut shell ash
and bagasse ash in highly expansive soil. In this study
industrial and agricultural wastes such as coal ash,
groundnut shell ash and bagasse ash has been used as
stabilizing agent.The effect of industrial and
agricultural wastes under equal proportioning on certain
properties of soil such as Optimum Moisture Content,
Maximum Dry Density, Unconfined Compressive Strength and
CBR has been studied under both light and heavy
compaction. It has been observed that 12%C.A + 12%GSA,
16%C.A + 16%B.A and 16%B.A + 16%GSA are the optimum
percentage combinations that give the maximum CBR value.
The CBR value increased from 1.63% for native soil to
7.87%, 6.79% and 7.88% for respective combinations. The
percentage increase was found to be 382.82%, 316.56% and
383.44%..
Keywords:
Bagasse ash, Coal ash, CBR, Groundnut Shell
ash.
Page No: 49-53