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Enhancing load bearing capacity of alkaline soil with agricultural and industrial waste by the stabilization process

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Title Enhancing load bearing capacity of alkaline soil with agricultural and industrial waste by the stabilization process
Not Available
 
Creator Jasbir Saini, D. K. Soni & A. K. Mandal
 
Subject Alkaline soil · Stabilization · Industrial and agricultural waste · OMC · MDD · UCS · CBR
 
Description In highway construction, the most important procedure is the sub-grade soil stabilization. The main motive of this research
paper is to evaluate the value of industrial and agricultural waste as the soil admixture, and aimed to enhance the soil properties.
Especially, for improving the alkaline soil’s load-bearing capacity, the current study explains the behavioral phase of
alkaline soils blended along waste materials of industries like FA, TD, and agricultural waste material RHA, PM. The analysis
is made to find the effect of both agricultural and industrial wastes on specific mix proportions on distinct soil properties like
OMC, MDD, UCS, and CBR, and the comparison is also made. The results conclude all stabilizers such as FA, TD, RHA,
and PM accomplish its optimal strength after the curing period of 7 days
In highway construction, the most important procedure is the sub-grade soil stabilization. The main motive of this research
paper is to evaluate the value of industrial and agricultural waste as the soil admixture, and aimed to enhance the soil properties.
Especially, for improving the alkaline soil’s load-bearing capacity, the current study explains the behavioral phase of
alkaline soils blended along waste materials of industries like FA, TD, and agricultural waste material RHA, PM. The analysis
is made to find the effect of both agricultural and industrial wastes on specific mix proportions on distinct soil properties like
OMC, MDD, UCS, and CBR, and the comparison is also made. The results conclude all stabilizers such as FA, TD, RHA,
and PM accomplish its optimal strength after the curing period of 7 days Abbreviations
FA Fly ash
TD Tiles dust
OMC Optimum moisture content
PM Press mud
GA Genetic algorithm
MDD Maximum dry density
RHA Rice husk ash
TW Tile waste
XRD X-ray diffraction
PI Plasticity index
UCS Unconfined compressive strength
LL Liquid limit
CBR California bearing ratio
Not Available
 
Date 2019-12-06T11:27:17Z
2019-12-06T11:27:17Z
2019-01-01
 
Type Research Paper
 
Identifier Not Available
https://doi.org/10.1007/s12065-019-00319-1
http://krishi.icar.gov.in/jspui/handle/123456789/28510
 
Language English
 
Relation Not Available;
 
Publisher Springer