UGC Approved Journal no 63975

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

Volume 5 Issue 7
July-2018
eISSN: 2349-5162

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

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Published Paper ID:
JETIR1807920


Registration ID:
185753

Page Number

158-164

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Title

Study on the behavior of soil stabilization by protekta Rgs 300

Abstract

Soil Stabilization is only one of the abundant techniques existing to the geotechnical engineer and preference for any condition should be made only after an evaluation with other techniques which indicates it to be the most brilliant result to the problem implies the increase in strength properties of soil. Between ranges of forms of soil stabilization such as mechanical stabilization, bitumen stabilization etc. chemical stabilization is gaining significance due to the financial system associated with it. Usually chemicals such as Calcium Chloride, Sodium Chloride, Sodium Silicate, etc were used as stabilizers. Various modern chemicals in the form of fluids are being used in developing countries. As developing countries are having the target on infrastructure development so modern chemicals are in advance in countries like India. In this experimental study Protekta RGS-300, a chemical certified by IRC, is taken as a chemical stabilizer on CI (Clay with Intermediate Plasticity) soil. The Chemical taken in the experimental study was obtained from Advance Inorganics, Dehli. Protekta RGS-300 is supplied as a gluey liquid based on a mix of silicates and courtesy chemicals that can be applied by spraying. Its purposeful use is as a piercing sealer and surface hardener for soil. In this study, the influence properties of CI soil with PROTEKTA RGS 300 and without using of PROTEKTA RGS 300 was studied. Protekta RGS-300 was used in different dosage by mixing it with water and making 4 proportions of chemical by part to the water namely 1:30, 1:40, 1:50, and 1:60.Maximum Dry Density (MDD) and Unconfined Compressive Strength (UCS), which are the essential geotechnical properties of soil, were determined during the tests in the laboratory. The unconfined compression strength tests were done after a curing period of 7, 14 and 28 days. Due to the chemical reaction taken place in-between soil and PROTEKTA RGS 300, the soil mass gets compacted probably due to the decrease of the voids between soil solids. It was experimented that PROTEKTA RGS 300 has negligible consequence on maximum dry density and optimum moisture content of the soil as time required to perform Proctor Test was not adequate for chemical reactions to take place. The Unconfined compressive strength intended after a curing phase of 7, 14 and 28 days showed a highest growth of 252 percent after a period of 28 days of air curing. The rate of strain at crumple showed an unimportant raise as the PROTEKTA RGS 300 content in the treated soil goes on rising from Dosage 1 to Dosage 4.

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"Study on the behavior of soil stabilization by protekta Rgs 300", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 7, page no.158-164, July-2018, Available :http://www.jetir.org/papers/JETIR1807920.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

"Study on the behavior of soil stabilization by protekta Rgs 300", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 7, page no. pp158-164, July-2018, Available at : http://www.jetir.org/papers/JETIR1807920.pdf

Publication Details

Published Paper ID: JETIR1807920
Registration ID: 185753
Published In: Volume 5 | Issue 7 | Year July-2018
DOI (Digital Object Identifier):
Page No: 158-164
Country: Anantnag, jammu and kashmir, India .
Area: Engineering
ISSN Number: 2349-5162


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