國立虎尾科技大學 |

Feasibility of Steel Fiber-Reinforced Rubberized Concrete in Cold Regions for High Volume Intersections.

紀錄類型:	書目-語言資料,手稿 : Monograph/item
正題名/作者:	Feasibility of Steel Fiber-Reinforced Rubberized Concrete in Cold Regions for High Volume Intersections./
作者:	Abou Eid, Mahear A.
面頁冊數:	1 online resource (124 pages)
附註:	Source: Masters Abstracts International, Volume: 56-04.
標題:	Civil engineering. -
電子資源:	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.
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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)
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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
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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)