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      Polyamide Fiber Reinforced Shotcrete for Tunnel Application

      research-article
      1 , 2 , * , 3 , 4
      Materials
      MDPI
      fiber, macro, polyamide, shotcrete, tunnel

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          Abstract

          This study intends to establish the mechanical properties of polyamide fiber reinforced shotcrete (PAFRS) in terms of compressive and flexural strengths, in accordance with ASTM C1609/C1609M-12. The mechanical properties identified the influence of polyamide fiber content on the PAFRS strength. This study evaluated the toughness of PAFRS and proposed additional toughness level criteria to better represent organic fiber performance. In addition, the fiber rebounding rate and PAFRS performance in tunneling application were evaluated based on a tunnel application in Korea. PAFRS with 0.6%~0.8% volume content in tunneling shotcrete could significantly improve flexural ductility, toughness, and ultimate load capacity. Fiber rebounding tests exhibited a low rebounding rate (8.5%) and low fiber drop (63.5%). Therefore, PAFRS applied to a tunnel exhibited stability and constructability.

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          Most cited references27

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          Strength properties of nylon- and polypropylene-fiber-reinforced concretes

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            Comparative flexural behavior of Hybrid Ultra High Performance Fiber Reinforced Concrete with different macro fibers

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              Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams

              (1985)
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                Author and article information

                Contributors
                Role: Academic Editor
                Journal
                Materials (Basel)
                Materials (Basel)
                materials
                Materials
                MDPI
                1996-1944
                05 March 2016
                March 2016
                : 9
                : 3
                : 163
                Affiliations
                [1 ]R & BD Center, Kolon Global Corp., Yongin, Gyunggi 17023, Korea; jkjeon31@ 123456kolon.com
                [2 ]Department of Civil Engineering, Chungnam National University, Daejeon 34134, Korea
                [3 ]Department of Architectural Engineering, Chungnam National University, Daejeon 34134, Korea; gyuyongkim@ 123456cnu.ac.kr
                [4 ]Department of Urban Construction Engineering, Incheon National University, Incheon 22012, Korea; johnland@ 123456incheon.ac.kr
                Author notes
                [* ]Correspondence: wooseok@ 123456cnu.ac.kr ; Tel.: +82-42-821-6584; Fax: +82-42-825-0318
                Article
                materials-09-00163
                10.3390/ma9030163
                5456736
                28773293
                3283dbeb-f752-4008-91c5-5f28bdbbd001
                © 2016 by the authors;

                Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC-BY) license ( http://creativecommons.org/licenses/by/4.0/).

                History
                : 03 February 2016
                : 01 March 2016
                Categories
                Article

                fiber,macro,polyamide,shotcrete,tunnel
                fiber, macro, polyamide, shotcrete, tunnel

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