Mobile QR Code QR CODE
Export citation EndNote
1 
1.Kuroda, M., Watanabe, T., and Terashi, N., “Increase of Bond Strength at Interfacial Transition Zone by the Use of Fly Ash,” Cement and Concrete Research, Vol. 30, 2000, pp. 253-258.DOI
2 
2.Li, G., “A New Way to Increase the Long-Term Bond Strength of New-to-Old Concrete by the Use of Fly Ash,” Cement and Concrete Research, Vol. 33, 2003, pp. 799-806.DOI
3 
3.Li, G., Xie, H., and Xiong, G., “Transition Zone Studies of New-to-Old Concrete with Different Binders,” Cement and Concrete Composites, Vol. 23, 2001, pp. 381-387.DOI
4 
4.Jang, H. G., Kim, S. H., Hong, C. W., and Yun, K. K., “Characteristics of Bond Strength with Measuring Methods of Concrete,” Proceedings of the Korea Concrete Institute, Vol. 25, No. 2, 2013, pp. 597-600.Google Search
5 
5.Joo, B. C., Kim, Y. J., Kim, B. S., Park, S. Y., and Kim, D. J., “Bond Characteristics by Joint Condition between Old and New Concrete,” Proceedings of the Korea Concrete Institute, Vol. 15, No. 1, 2003, pp. 859-864.Google Search
6 
6.Kim, D. B., Heo, J. W., and Lim, N. G., “An Experimental Study on Bond Properties the Way of Disposal Horizontality Placing Joint of Concrete Structure,” Proceedings of the Korea Institute of Building Construction, Vol. 6 No. 2, 2006, pp. 1-4.Google Search
7 
7.Song, J. H., “Experimental Study on Adhesion Characteristic of Treat Horizontality Placing Joint Type of the Concrete Structure,” Master’s Thesis, Tong- Myoung University, Korea, 2008, 42 pp.Google Search
8 
8.Kim, S. H., Jang, H. G., Kim, K. H., and Yun, K. K., “Concrete Bond Strength Evaluation According to Interface Conditions and Test Methods,” Proceedings of the Korean Society of Civil Engineers, 2002, pp. 614-617.Google Search
9 
9.Yang, I. H., Yoo, S. W., and Seo, J. I., “An Experimental Study on Flexural Tensile Strength and Bond Strength between Concrete-to-Concrete,” Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 13, No. 3, 2009, pp. 155-163.Google Search
10 
10.Yang, I. H., Kim, H. S., and Cho, S. K., “An Experimental Study on the Tensile Strength between Old and New Concrete,” Proceedings of the Korea Concrete Institute, Vol. 13, No. 2, 2001, pp. 433-438.Google Search
11 
11.ACI Committee 207, ACI 207.1R: Guide to Mass Concrete, American Concrete Institute (ACI), U.S., 2005, 21 pp.Google Search
12 
12.Korea Concrete Institute (KCI), Standard Specification for Concrete, KCI, Korea, 2009, 148 pp.Google Search
13 
13.Korean Agency for Technology and Standards, KS F 2762: Measurement of Bond Strength of Products for the Protection and Repair of Concrete Structures by Pull-Off, Korean Standards Association, Korea, 2006, pp. 1-5.Google Search
14 
14.Korean Agency for Technology and Standards, KS F 2408: Method of Test for Flexural Strength of Concrete, Korean Standards Association, Korea, 2000, pp. 1-9.Google Search
15 
15.Korean Agency for Technology and Standards, KS M 3805: Polyvinylchloride Waterstop, Korean Standards Association, Korea, 2004, pp. 1-8.Google Search
16 
16.Korean Agency for Technology and Standards, KS F 2423: Method of Test for Splitting Tensile Strength of Concrete, Korean Standards Association, Korea, 2006, pp. 1-12.Google Search
17 
17.Choi, J. J., Park, S. K, Choi, Y. W., and Kim, K. H., Civil Materials, Kimoondang, Korea, 2007, 30 pp., 96 pp., 101 pp.Google Search
18 
18.Lee, S. W., Jang, D. W., and Park, C. Y., “Defect of Concrete and Measures,” Magazine of the Korea Institute of Building Construction, Vol. 1, No. 1, 2001, pp. 101-110.Google Search
19 
19.Shin, H. M. and Lee, J. H., Reinforced Concrete, 11th Ed., Dongmyungsa, Korea, 2013, pp. 35-36.Google Search