UGC Approved Journal no 63975

ISSN: 2349-5162 | ESTD Year : 2014
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Published in:

Volume 6 Issue 2
February-2019
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

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Published Paper ID:
JETIREM06010


Registration ID:
305904

Page Number

58-64

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Title

Effect of glass dust on properties of soil

Authors

Abstract

The subfloors most affected by a number of problems when it comes to the loss of flooring with low shear strength and load capacity. Drawdown with persistent soil and cut occurs when the cut of the ground voltage exceeds the limit. The improvement of base materials or soil stabilization is an integral part of construction activities. Weak soils are usually stabilized with cement or lime in addition to mechanical stress. Since the cement and lime with respect to the road, then the soil stabilization and improvement of its properties using other "cheap" materials such as stekloporoshok from the electric arc furnace. In this study we wanted to examine the effect of using glass blocks to improve the geotechnical properties of the soil by means of some laboratory tests. Taking soil samples from the sooty depths, Jalandhar which is a low strength soil with low load bearing capacity. In addition, this area needs to be improved. We examined the physical-chemical properties of the virgin soils and made treatment additives of glass soil powder to stabilize the local soil. The addition of glass powder has been finished in different proportions are 4%, 8% and 12%, etc. There have been several tests such as classification, specific gravity, standard seal limits Proctor, Atterberg, straight cut, CBR, and so on. The results were obtained by analysing the stabilization of sprayed glass. It has been found that glass powder can be used effectively as a soil stabilizer, as it has been seen that mainly strength characteristics were evaluated. The results showed that the soil gradation is reduced in the particle size analysis. Plasticity index (p. I), yield strength (n. L) and tensile ductility (P. L) were reduced with the addition of glass powder. The reason for the reduction in IP may be the fact that the glass powder does not have a clutch. The ideal percentage of glass powder as a stabilizer is 8%. These improvements include achieving the highest level of CBR, done using 4%, 8% and 12% glass powder. The reason for this is that glass is a pozzolanic material that when mixed with soil gives additional strength. Achieved an increase in the rate of change of 4% of the values of the angle of internal friction and 8% and the rate of decrease of change of the values obtained by 12% in substances stekloporoshkovyh. traction coefficient is reduced to 8%, and begins to increase to 12%. The density increases dry maximum, because the density of the glass is higher than that of the soil and the optimum moisture content (OMC) is reduced due to the low absorption capacity of the glass. Research has shown that the best stabilisation for the particular case (Deep Nagar, Jalandhar) is a glass powder, and the optimum dosage is 8%

Key Words

Soil, Glass dust

Cite This Article

"Effect of glass dust on properties of soil", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 2, page no.58-64, February-2019, Available :http://www.jetir.org/papers/JETIREM06010.pdf

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2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"Effect of glass dust on properties of soil", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 2, page no. pp58-64, February-2019, Available at : http://www.jetir.org/papers/JETIREM06010.pdf

Publication Details

Published Paper ID: JETIREM06010
Registration ID: 305904
Published In: Volume 6 | Issue 2 | Year February-2019
DOI (Digital Object Identifier):
Page No: 58-64
Country: Phagwara, Punjab, India .
Area: Engineering
ISSN Number: 2349-5162


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