UGC Approved Journal no 63975(19)

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Published in:

Volume 7 Issue 8
August-2020
eISSN: 2349-5162

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

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Published Paper ID:
JETIR2008164


Registration ID:
236163

Page Number

1292-1300

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Title

Analysis and assessment of rigid pavement constructed using self compacting concrete with fly ash and bricks dust as replacement for fine aggregates

Abstract

Assessment of rigid pavement of self compacting concrete is very old. Special type of applications such as underwater or bridge concreting have always required concrete, which can be placed without any need for compaction. In such circumstances vibration is simply difficult. Earlier self compacting concretes depends on very high content of cement paste, once super plasticizers became easily available in market, they were added in the concrete mixers. The mixers required special and well controlled placing methods in order to avoid segregation of concrete, and high content of cement paste made them to shrinkage. The overall costs are very high and application remained so limited. As compared to normally vibrated concrete (NVC), assessment of self compacting concrete (SSC) possesses increase in qualities and improves productivity and work conditions due to elimination of compaction in concrete. Self compacting concrete (SSC) generally has higher powder content then than normal vibrated concrete (NVC) and thus it is important to replace some of its cement by additions to get an economical and durable concrete. Japan is using self compacting concrete in bridge and other construction projects which takes place in water, building and tunnel construction since early 1990. In the last seven years, a number of self compacting concrete bridges have been constructed in Europe. In the united states usage of SSC in highways bridges construction is very finite at this time. However, the USA precast concrete industry is starting to apply the technology to architectural concrete. SSC has high potential for larger structural applications in highway bridge construction. The use of concrete without vibrating the highway bridge construction is old. In these days efforts are made to balance the mechanical properties of self compacting concrete sample. The standard which is used based on the 7 days, 28 days and 56 days respectively for compressive, splitting tensile and flexure strength

Key Words

Rigid pavement, self compacting concrete, vibrated concrete, compaction, powder, bridges compression, flexure, splitting tensile strength

Cite This Article

"Analysis and assessment of rigid pavement constructed using self compacting concrete with fly ash and bricks dust as replacement for fine aggregates", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 8, page no.1292-1300, August-2020, Available :http://www.jetir.org/papers/JETIR2008164.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

"Analysis and assessment of rigid pavement constructed using self compacting concrete with fly ash and bricks dust as replacement for fine aggregates", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 8, page no. pp1292-1300, August-2020, Available at : http://www.jetir.org/papers/JETIR2008164.pdf

Publication Details

Published Paper ID: JETIR2008164
Registration ID: 236163
Published In: Volume 7 | Issue 8 | Year August-2020
DOI (Digital Object Identifier):
Page No: 1292-1300
Country: Rajouri, Jammu and kashmir, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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