Resistance Factor and Target Reliability Index Calculation of Static Design Methods for Driven Steel Pipe Pile in Gwangyang |
Kim, Hyeon-Tae
(Department of Civil Engineering, Chosun University)
Kim, Daehyeon (Department of Civil Engineering, Chosun University) Lim, Jae-Choon (Department of Civil Engineering, Chosun University) Park, Kyung-Ho (Department of Civil Engineering, Chosun University) Lee, Ik-Hyo (Department of Marine and Civil Engineering, Chonnam National University) |
1 | American Association of State Highway and Transportation Official, "AASHTO LRFD Bridge Design Specifications Fourth Edition", AASHTO, Washington, D.C., 2007. |
2 | Eurocode 7, "Geotechnical Design, General Rules", European Committee for Standardization, Prestandard, Danish Geotechinal Institute, Copenhagen., 1993. |
3 | Kim, D.W., Chang M.K, and Kwak, K.S., "Resistance Factor Calculations for LRFD of Axially Loaded Driven Piles in Sands", KSCE Journal of Civil Engineering, Vol. 15, No. 7, pp. 1185-1196, 2011. DOI: http://dx.doi.org/10.1007/s12205-011-1254-1 DOI |
4 | Freudenthal, A.M., "The Safety of Structures", Journal of Engineering Mechanics Division, ASCE, Vol. 112, pp. 125-180, 1947. |
5 | Pugsley, A., "Report on Structural Safety", Journal of Structural Engineering, ASCE, Vol. 33, No. 5, pp. 141-149, 1995. |
6 | Cornell, C.A., "A Probability-Based Seructural Code", Proceeding of The American Concrete Institute, Vol. 66, No. 12, pp. 974-985. 1969. |
7 | Hansofer A.M. and Lind, N.C., "Exact and Invariat Second Moment code Format", Journal of Engineering Mechanics Division, ASCE, Vol. 100, pp. 111-121, 1974. |
8 | Shinozuka. M., "Basic analysis of Structural Safety", Journal of Structural Engineering, ASCE, Vol. 109, No. 3, pp. 721-740, 1983. DOI: http://dx.doi.org/10.1061/(ASCE)0733-9445(1983)109:3(721) DOI |
9 | Hansen, B., "Earth Pressure Calculation", Danish Technical Press, Copenhagen, Denmark, 1953. |
10 | Canadian Geotechnical Society, "Canadian Foundation Engineering Manual(CFEM)", 2nd Edition Canadian Geotechnical Society Technical Commitee on Faundation, Ottawa, 1992. |
11 | Han, Y.B., Park, J.M. and Jang, Y.S., "Evaluation of the Resistance Bias Factors to Develop LRFD for Gravel Compaction Piles", Journal of Korean Geotechnical Society, Vol. 28, No. 2, pp. 43-55, 2012. DOI: http://dx.doi.org/10.7843/kgs.2012.28.2.43 DOI |
12 | Kwak, K.S., Park, J.H., Choi, Y.K. and Huh, J.W., "Evaluation of the Resistance Bias Factors to Develop LRFD for Driven Steel Pipe Piles", KSCE Journal of Civil Engineering, Vol. 26, No. 5, pp. 343-350, 2006. |
13 | Huh, J.W., Park, J.H., Kim, K.J., Lee, J.H. and Kwak, K.S., "Reliability Estimation of Static Design Methods for Driven Steel Pipe Piles in Korea", Journal of Korean Geotechnical Society, Vol. 23, No. 12, pp. 61-73, 2007. |
14 | Park, J.H., Huh, J.W., Kim, M.M. and Kwak, K.S., "Resistance Factors of Driven Steel Pipe Piles for LRFD Design in Korea", KSCE Journal of Civil Engineering, Vol. 28, No. 6, pp. 367-377, 2008. |
15 | Paikowsky S.G., "Load and Resistance Factor Design(LRFD) for deep foundations", NCHRP Report 24-17 Transportation Research Board, Washington D.C., p. 76, 2004. |
16 | Davisson, M., "High Capacity Piles", Soil Mechanics Lecture Series on Innovations In Foundaion Construction, Illinoisection, Chicago, 1972. |