Language:
English
繁體中文
Help
Login
Back
Switch To:
Labeled
|
MARC Mode
|
ISBD
Feasibility of Steel Fiber-Reinforce...
~
Abou Eid, Mahear A.
Feasibility of Steel Fiber-Reinforced Rubberized Concrete in Cold Regions for High Volume Intersections.
Record Type:
Language materials, manuscript : Monograph/item
Title/Author:
Feasibility of Steel Fiber-Reinforced Rubberized Concrete in Cold Regions for High Volume Intersections./
Author:
Abou Eid, Mahear A.
Description:
1 online resource (124 pages)
Notes:
Source: Masters Abstracts International, Volume: 56-04.
Subject:
Civil engineering. -
Online resource:
click for full text (PQDT)
ISBN:
9781369697407
Feasibility of Steel Fiber-Reinforced Rubberized Concrete in Cold Regions for High Volume Intersections.
Abou Eid, Mahear A.
Feasibility of Steel Fiber-Reinforced Rubberized Concrete in Cold Regions for High Volume Intersections.
- 1 online resource (124 pages)
Source: Masters Abstracts International, Volume: 56-04.
Thesis (M.C.E.)--University of Alaska Anchorage, 2017.
Includes bibliographical references
There are many challenges faced with the use of Portland Cement Concrete (PCC) in cold regions, but with the inclusion of new technologies such as steel fibers and recycled tire crumb rubber efficient construction may be possible. Research was conducted on a modified concrete material that included both steel fibers and crumb rubber. The composite material was called Steel Fiber-Reinforced Rubberized Concrete (SFRRC).
Electronic reproduction.
Ann Arbor, Mich. :
ProQuest,
2018
Mode of access: World Wide Web
ISBN: 9781369697407Subjects--Topical Terms:
561339
Civil engineering.
Index Terms--Genre/Form:
554714
Electronic books.
Feasibility of Steel Fiber-Reinforced Rubberized Concrete in Cold Regions for High Volume Intersections.
LDR
:03321ntm a2200373K 4500
001
914082
005
20180703084420.5
006
m o u
007
cr mn||||a|a||
008
190606s2017 xx obm 000 0 eng d
020
$a
9781369697407
035
$a
(MiAaPQ)AAI10257763
035
$a
(MiAaPQ)uaa.alaska:10201
035
$a
AAI10257763
040
$a
MiAaPQ
$b
eng
$c
MiAaPQ
100
1
$a
Abou Eid, Mahear A.
$3
1187177
245
1 0
$a
Feasibility of Steel Fiber-Reinforced Rubberized Concrete in Cold Regions for High Volume Intersections.
264
0
$c
2017
300
$a
1 online resource (124 pages)
336
$a
text
$b
txt
$2
rdacontent
337
$a
computer
$b
c
$2
rdamedia
338
$a
online resource
$b
cr
$2
rdacarrier
500
$a
Source: Masters Abstracts International, Volume: 56-04.
500
$a
Adviser: Osama A. Abaza.
502
$a
Thesis (M.C.E.)--University of Alaska Anchorage, 2017.
504
$a
Includes bibliographical references
520
$a
There are many challenges faced with the use of Portland Cement Concrete (PCC) in cold regions, but with the inclusion of new technologies such as steel fibers and recycled tire crumb rubber efficient construction may be possible. Research was conducted on a modified concrete material that included both steel fibers and crumb rubber. The composite material was called Steel Fiber-Reinforced Rubberized Concrete (SFRRC).
520
$a
The objective of this investigation was to provide evidence showing that SFRRC can reduce tire rutting compared to asphaltic pavement. In addition, the research showed that the SFRRC could withstand freeze-thaw cycles and increase service life of roadways.
520
$a
Several tests were performed to determine the characteristics of the material. Freeze-thaw testing was performed to determine compressive strength loss and visual deterioration of the material. Wheel tracker rut testing was performed both with the standard steel wheel and with a modified studded rubber tire to determine plastic deformation and rut resistance. An experimental test slab was cast in place on a public approach to observe the construction procedures, the effects of studded tire wear and the frost actions in cold region conditions.
520
$a
Based on freeze-thaw and wheel tracker test results and observations of the experimental test slab, the SFRRC material shows viability in cold regions for resisting freeze-thaw actions. The freeze-thaw testing resulted in increased compressive strength after 300 freeze-thaw cycles and very low deterioration of material compared to standard PCC. The wheel tracker testing resulted in very low plastic deformation and minor material rutting with use of the studded rubber tire. The test slab showed very minor surface wear, no freeze-thaw cracking and no rutting after one winter of use.
520
$a
It is recommended that further testing of the material be conducted by means of a large-scale trial section. This would provide information with respect to cost analysis and integration of the material into the Department of Transportation construction program.
533
$a
Electronic reproduction.
$b
Ann Arbor, Mich. :
$c
ProQuest,
$d
2018
538
$a
Mode of access: World Wide Web
650
4
$a
Civil engineering.
$3
561339
650
4
$a
Materials science.
$3
557839
655
7
$a
Electronic books.
$2
local
$3
554714
690
$a
0543
690
$a
0794
710
2
$a
ProQuest Information and Learning Co.
$3
1178819
710
2
$a
University of Alaska Anchorage.
$b
Civil Engineering.
$3
1186082
856
4 0
$u
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=10257763
$z
click for full text (PQDT)
based on 0 review(s)
Multimedia
Reviews
Add a review
and share your thoughts with other readers
Export
pickup library
Processing
...
Change password
Login