참고문헌
- AASHTO (2010). LRFD Bridge Construction Specifications, 3rd Edition, American Association of State Highway and Transportation Officials.
- Aitcin, P., Ballivy, G., Parizeau, R. (1984). "The use of condensed silica fume in grouts, innovative cement grouting," SP-83, J. P. Welsh, ed., American Concrete Institute, Farmington Hills, Mich, 1-18.
- BS EN 445 (2007). Grout for Prestressing Tendons-Test Method, British Standards Institution, BSI, London.
- FDOT (2001). Mid-Bay Bridge Post-tensioning Evaluation, Final Report, Corven Engineering, Inc., Florida Department of Transportation, Tallahassee, FL, USA.
- FIB (2002). Grouting of Tendons in Prestressed Concrete, International Federation for Structural Concrete, FIB bulletin 20.
- Koh, K.T. (2016). "Direction on improvement of specification criteria on grouting for PSC bridges," Proceeding of KSCE, 42 [in Korean].
- Koh, K.T., Ryu, G.S., Ahn, K.H., Kang, S.T. (2014). Effects of mineral admixture on the characteristics of grout for psc bridge, Journal of the Korean Recycled Construction Resource Institute, 2(1), 26-33 [in Korean]. https://doi.org/10.14190/JRCR.2014.2.1.026
- Korea Concrete Institute(KCI) (2004). Advanced Concrete Engineering for Special Uses, KCI-B-04-001 [in Korean].
- Korea Institute of Construction Technology(KICT) (2013). Development of Void Zero Grouting Technologies for Prestressed Concrete Bridges, KICT 2013-219 [in Korean].
- KS F 2433 (2014). Standard Test Method for Bleedig and Expansion Ratios of Grouting Mortar, KS Standard, Korea [in Korean].
- Lee, J.K., Choi, J.H., Yoon, J.S., Cho, I.S. (2010). Study on material segregation of grout and filling characteristics of grouting for post-tensioned concrete beam, Journal of the Korea Concrete Institute, 22(3), 419-426 [in Korean]. https://doi.org/10.4334/JKCI.2010.22.3.419
- Lee, J.S., Koh, K.T., Ahn, G.H., Kang, S.T., Kwon, S.H. (2016). Effects of diameter of cylinder and the number of strand on the bleeding of cement paste, Journal of the Korean Recycled Construction Resource Institute, 4(1), 38-46 [in Korean]. https://doi.org/10.14190/JRCR.2016.4.1.038
- Post-Tensioning Institute(PTI) (2013). Specification for Grouting of Post-tensioned Structures, 3rd edition, PTI M55. 1-12.
- Saric-Coric, M., Khyat, K.H., Tagnit-Hamou, A. (2003). Performance characteristics of cement grouts made with various combinations of high-range water reducer and cellulose-based viscosity modifier, Cement and Concrete Research, 33(1), 1999-2008. https://doi.org/10.1016/S0008-8846(03)00214-X
- Schokker, A.J., Breen, J.E., Kreger, M.H. (2001). Grouts for bonded post-tensioning in corrosive environments, ACI Materials Journal, 98(4), 296-305.
- Shimushi (1988). Technologies and Market of Admixture for New Concrete [in Japan].
- Trejo, D., Hueste, M.B.D., Gardoni, P., Pillai, R.G. (2009). Effect of voids in grouted, post-tensioned concrete bridge construction, FHWA/TX-09/0-4588-1.
- TRRL (1987). Seventh Report of the Committee for The Two Years Ending July 1987. EA/88/4, Standing Committee on Structural Safety, Transport and Road Research Laboratory, UK.
- Yahia, A., Khayat, K.H. (2001). Experiment design to evaluate interaction of high-range water-reducer and antiwashout admixture in high-performance cement grout, Cement and Concrete Research, 31, 749-757. https://doi.org/10.1016/S0008-8846(01)00496-3
- Yoo, D.Y., Ryu, G.S., Yuan, T.F., Koh, K.T., Yoon, Y.S. (2015). Cracking behavior of posttensioning grout with various strand-to-duct area ratios, Journal of Materials in Civil Engineering, 27(6), 1-9.
피인용 문헌
- Evaluating Material Properties of Grout for PSC Bridge According to Admixture Type vol.18, pp.2, 2018, https://doi.org/10.9798/KOSHAM.2018.18.2.299