Civil and Environmental Research www.
iiste.
org
ISSN 2224-5790 (Print) ISSN 2225-0514 (Online)
Vol 2, No.
1, 2012
19
Administration of Stabilized Flyash Stratum in Flexible
Pavements
M.
Anjan Kumar1
, D.
S.
V.
Prasad2
, G.
V.
R.
Prasada Raju3
1....
More
Civil and Environmental Research www.
iiste.
org
ISSN 2224-5790 (Print) ISSN 2225-0514 (Online)
Vol 2, No.
1, 2012
19
Administration of Stabilized Flyash Stratum in Flexible
Pavements
M.
Anjan Kumar1
, D.
S.
V.
Prasad2
, G.
V.
R.
Prasada Raju3
1.
Principal, B.
V.
C.
College of Engineering, Rajahmundry-533104, India.
2.
Principal,B.
V.
C.
Engineering college, Odalarevu, India.
3.
Professor, Dept.
of Civil Engineering, JNTU-K, Kakinada, India.
*Email of the correspoinding author : anjan_mantri@yahoo.
com
Abstract
Expansive soils are major source of heave stimulated structural agony.
Swelling of expansive soils cause
grave problems and create damage to structures.
Extensive work has been carried out on waste materials
concerning the feasibility and environmental suitability.
Flyash, a waste byproduct from coal burning in
thermal power stations is bountiful in India causing health, environmental and dumping problems.
Stabilization process with model test tracks over expansive
Less
