Authors :
Sahana M B; Pallavi H J; Siddaraju N
Volume/Issue :
Volume 7 - 2022, Issue 4 - April
Google Scholar :
https://bit.ly/3IIfn9N
Scribd :
https://bit.ly/3LeqgRS
DOI :
https://doi.org/10.5281/zenodo.6555315
Abstract :
Soil stabilization deals with physical, physicchemical and chemical methods to ensure that the
stabilized soil service its intended purpose as a pavement
component material. Soil stabilization is the process of
altering the qualities of soil (Index & Engineering) in
order to improve its performance. The black cotton soil
various civil engineering application will be for example
pavement designs, structural designs, structural
buildings likewise. The black cotton soil is an expansive
soil. That is the reason it can observe water and change
the volume. Not only changing volume, it can also show
swelling and shrinkage. This is the reason structures will
damage. The failure due to settlement of soil, if soil
settles foundation support will be sinking, the structure
will be fail. In this present experimentation is with
Bagasse Ash (BA) and Brick Dust (BD). The
experimentation focused on physical properties of soil,
compressive strength test, unconfined compressive
strength test, California bearing ratio test and free swell
test. In this experimentation with and without adding
additives, compare with those two randomly adding
percentages 5%, 10%, 15% and 20% brick dust.
Bagasse ash is contently 4%. These experimentations
shows clearly difference of the strength of soil. And this
experiments result concludes bagasse ash and brick dust
is good stabilization materials for black cotton soil.
Keywords :
BC soil, SCBA, Brick Dust, compressive strength.
Soil stabilization deals with physical, physicchemical and chemical methods to ensure that the
stabilized soil service its intended purpose as a pavement
component material. Soil stabilization is the process of
altering the qualities of soil (Index & Engineering) in
order to improve its performance. The black cotton soil
various civil engineering application will be for example
pavement designs, structural designs, structural
buildings likewise. The black cotton soil is an expansive
soil. That is the reason it can observe water and change
the volume. Not only changing volume, it can also show
swelling and shrinkage. This is the reason structures will
damage. The failure due to settlement of soil, if soil
settles foundation support will be sinking, the structure
will be fail. In this present experimentation is with
Bagasse Ash (BA) and Brick Dust (BD). The
experimentation focused on physical properties of soil,
compressive strength test, unconfined compressive
strength test, California bearing ratio test and free swell
test. In this experimentation with and without adding
additives, compare with those two randomly adding
percentages 5%, 10%, 15% and 20% brick dust.
Bagasse ash is contently 4%. These experimentations
shows clearly difference of the strength of soil. And this
experiments result concludes bagasse ash and brick dust
is good stabilization materials for black cotton soil.
Keywords :
BC soil, SCBA, Brick Dust, compressive strength.