Fly ashes are used to improve the properties of expansive soils. The paper brings out the effect of two different fly ashes containig different lime contents on shrinkage and swelling behaviour of expansive Indian Black cotton soil. Since the specific gravities of the fly ashes are considerably different,Void ratio at shrinkage limit and % of swelling are used to describe the shrinkage and swell behaviour of soils. Both fly ashes increase the shrinkage void ratio and decrease the % swell of the soil. While high lime fly ash is more effective in increasing the shrinkage void ratio, low lime flyash is more effective in reducing the swelling. Lime content which causes floculation of soil particle, is responsible for the differences
Expansive soil experiences swelling with the addition of water and then shrink after the removal of ...
Soil is a base of structure, which actually supports the structure from beneath and distributes the ...
This study illustrates the effectiveness of combining bottom ash and hydrated lime to enhance the en...
Fly ashes are used to improve the properties of expansive soils. The paper brings out the effect of ...
For any type of structure, the foundation is very important and it has to be strong to support the e...
This paper discusses the effect of Fly ash on the engineering properties of expansive soils. As revi...
Disposal of large quantities of fly ash poses a major environmental problem. To enhance its utilizat...
The use of lime and fly ash to improve the properties of certain types of soil is well established. ...
The strength of clayey soil can be altered by the addition of fly ash. Many factors of fly ash, such...
The paper describes a study carried out to examine the effects of fly ash in limiting damaging sulfa...
Excessive heave associated with swelling of expansive soils can cause considerable distress to light...
An attempt was made to study the efficiency of fly ash and lime on the volume change behavior of soi...
An experimental program was undertaken to study the individual and admixed effects of lime and fly a...
ABSTRACT: This study uses lime and Class C fly ash, an industrial byproduct of electric power produc...
Expansive soils are one of the most serious problems which the foundation engineer faces. Several at...
Expansive soil experiences swelling with the addition of water and then shrink after the removal of ...
Soil is a base of structure, which actually supports the structure from beneath and distributes the ...
This study illustrates the effectiveness of combining bottom ash and hydrated lime to enhance the en...
Fly ashes are used to improve the properties of expansive soils. The paper brings out the effect of ...
For any type of structure, the foundation is very important and it has to be strong to support the e...
This paper discusses the effect of Fly ash on the engineering properties of expansive soils. As revi...
Disposal of large quantities of fly ash poses a major environmental problem. To enhance its utilizat...
The use of lime and fly ash to improve the properties of certain types of soil is well established. ...
The strength of clayey soil can be altered by the addition of fly ash. Many factors of fly ash, such...
The paper describes a study carried out to examine the effects of fly ash in limiting damaging sulfa...
Excessive heave associated with swelling of expansive soils can cause considerable distress to light...
An attempt was made to study the efficiency of fly ash and lime on the volume change behavior of soi...
An experimental program was undertaken to study the individual and admixed effects of lime and fly a...
ABSTRACT: This study uses lime and Class C fly ash, an industrial byproduct of electric power produc...
Expansive soils are one of the most serious problems which the foundation engineer faces. Several at...
Expansive soil experiences swelling with the addition of water and then shrink after the removal of ...
Soil is a base of structure, which actually supports the structure from beneath and distributes the ...
This study illustrates the effectiveness of combining bottom ash and hydrated lime to enhance the en...