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Effect of curing conditions on surface resistivity in high performace concrete
Descriptive
TitleInfo
Title
Effect of curing conditions on surface resistivity in high performace concrete
Name
(type = personal)
NamePart
(type = family)
Rabie
NamePart
(type = given)
Samer
NamePart
(type = date)
1989-
DisplayForm
Samer Rabie
Role
RoleTerm
(authority = RULIB)
author
Name
(type = personal)
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(type = family)
Nassif
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Hani
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Hani Nassif
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Advisory Committee
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chair
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Najm
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Husam
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Husam Najm
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Advisory Committee
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internal member
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WANG
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HAO
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HAO WANG
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Advisory Committee
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internal member
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Rutgers University
Role
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(authority = RULIB)
degree grantor
Name
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NamePart
Graduate School - New Brunswick
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school
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Text
Genre
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theses
OriginInfo
DateCreated
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2015
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2015-05
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2015
Place
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xx
Language
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(type = code)
eng
Abstract
(type = abstract)
The testing presently in practice for assessing the resistance of concrete to penetration of chloride ions is ASTM C1202 or Rapid Chloride permeability test (RCPT) titled “Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration”. This test is considered to be prolonged, laborious, and of relatively high variability, due to certain parameters such as the test being user sensitive. As an alternative to the RCPT, the Surface Resistivity (SR) Test as presented in AASHTO TP 95-11 titled “Surface Resistivity Indication of Concrete’s Ability to Resist Chloride Ion Penetration” was investigated by correlating the results of the two tests. SRT is considered to be cost and time effective, as well as of relatively lower variability. Curing standards have been criticized in the industry due to their focus on strength properties, leaving out the effect of curing on durability properties of concrete. The research reported herein is focused on determining a correlation between RCP and SR test measurements and investigate the effect of different curing methods including accelerated curing on the correlation in High Performance Concrete (HPC). This research also investigates the effect of specific cementitious materials and chemical admixtures of surface resistivity and rapid chloride permeability results in three different curing methods. The HPC samples tested and included in this study were collected from various NJDOT and NJTA field locations in New Jersey and some cylinders were reproduced in the laboratory based on field High Performance Concrete mixture design.
Subject
(authority = RUETD)
Topic
Civil and Environmental Engineering
Subject
(authority = ETD-LCSH)
Topic
Concrete--Curing
Subject
(authority = ETD-LCSH)
Topic
Concrete construction
Subject
(authority = ETD-LCSH)
Topic
Concrete--Permeability
RelatedItem
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Title
Rutgers University Electronic Theses and Dissertations
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Identifier
ETD_6343
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electronic resource
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application/pdf
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text/xml
Extent
1 online resource (xiii, 95 p. : ill.)
Note
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M.S.
Note
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Includes bibliographical references
Note
(type = statement of responsibility)
by Samer Rabie
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TitleInfo
Title
Graduate School - New Brunswick Electronic Theses and Dissertations
Identifier
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rucore19991600001
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(displayLabel = Rutgers, The State University of New Jersey)
NjNbRU
Identifier
(type = doi)
doi:10.7282/T3D79D86
Genre
(authority = ExL-Esploro)
ETD graduate
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Rights
RightsDeclaration
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The author owns the copyright to this work.
RightsHolder
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Name
FamilyName
Rabie
GivenName
Samer
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RightsEvent
Type
Permission or license
DateTime
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2015-04-13 16:39:51
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Name
Samer Rabie
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Affiliation
Rutgers University. Graduate School - New Brunswick
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License
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Author Agreement License
Detail
I hereby grant to the Rutgers University Libraries and to my school the non-exclusive right to archive, reproduce and distribute my thesis or dissertation, in whole or in part, and/or my abstract, in whole or in part, in and from an electronic format, subject to the release date subsequently stipulated in this submittal form and approved by my school. I represent and stipulate that the thesis or dissertation and its abstract are my original work, that they do not infringe or violate any rights of others, and that I make these grants as the sole owner of the rights to my thesis or dissertation and its abstract. I represent that I have obtained written permissions, when necessary, from the owner(s) of each third party copyrighted matter to be included in my thesis or dissertation and will supply copies of such upon request by my school. I acknowledge that RU ETD and my school will not distribute my thesis or dissertation or its abstract if, in their reasonable judgment, they believe all such rights have not been secured. I acknowledge that I retain ownership rights to the copyright of my work. I also retain the right to use all or part of this thesis or dissertation in future works, such as articles or books.
RightsEvent
DateTime
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(qualifier = exact);
(point = start)
2015-05-31
DateTime
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2017-05-30
Type
Embargo
Detail
Access to this PDF has been restricted at the author's request. It will be publicly available after May 30th, 2017.
Copyright
Status
Copyright protected
Availability
Status
Open
Reason
Permission or license
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Technical
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ETD
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windows xp
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