Andere Kunden interessierten sich auch für
![Effect of fly ash on engineering behaviour of swelling soils]( "Effect of fly ash on engineering behaviour of swelling soils")
Effect of fly ash on engineering behaviour of swelling soils27,99 €![Correlation studies on compaction energy and fly ash content]( "Correlation studies on compaction energy and fly ash content")
Correlation studies on compaction energy and fly ash content24,99 €![Morphological investigation of fly ash and bottom ash based concrete]( "Morphological investigation of fly ash and bottom ash based concrete")
Morphological investigation of fly ash and bottom ash based concrete27,99 €![Swell-consolidation behaviour of lime and pond ash blended clays]( "Swell-consolidation behaviour of lime and pond ash blended clays")
Swell-consolidation behaviour of lime and pond ash blended clays24,99 €![RECLAIMING FLY ASH IN BUILDING MATERIALS]( "RECLAIMING FLY ASH IN BUILDING MATERIALS")
RECLAIMING FLY ASH IN BUILDING MATERIALS29,99 €![Handbook of Fly Ash]( "Handbook of Fly Ash")
Handbook of Fly Ash167,99 €![Fly Ash Zeolites]( "Fly Ash Zeolites")
Fly Ash Zeolites98,99 €
This book presents experimental data on fly ash obtained from a thermal power station. Lime was used as a blend material to study its effect on various engineering properties of fly ash. Proctor compaction tests, unconfined compression tests and Proctor needle penetration tests were performed on lime-fly ash blends. Effect of curing on unconfined compressive strength was also studied. Addition of lime to fly ash decreased the maximum dry density and increased the optimum moisture content. 4% lime was found to be the optimum content with regard to unconfined compressive strength for all curing periods. Penetration resistance also reached its maximum value at 4 % lime and thereafter decreased with increasing lime content.