References
- AASHTO (2010) AASHTO LRFD Bridge Design Specifications Fifth Edition. American Association of State Highway and Transportation Official, Washington DC.
- Ang, A. H. -S. and Tang, W. H. (1975), Probability Concepts in Engineering Planning and Design, Vol. I, Basic Principles, John Wiley & Sons, New York.
- Barker, R. M. Duncan, J. M. Rojiani, K. S. Ooi, P. S. K., Tan, C. K., and Kim, S. C. (1991), Manual for the Design of Bridge Foundations, NCHRP Report 343, Transportation Research Board, Washington, DC.
- Ayyub, B. M. and Assakkaf, I. (1999), LRFD Rules for Naval Surface Ship Structures: Reliability-Based Load and Resistance Factor Design Rules, Naval Surface Warfare Center, Carderock Division, U.S. Navy.
- Chow, F. C. (1997), Investigations into Displacement Pile Behaviour for Offshore Foundations, Ph.D thesis, Imperial College, London.
- Huh, J., Park, J. H., Kim, K. J., Lee, J. H., and Kwak, K. (2007). "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 (in Korean).
- Jardine, R. J. (1985), Investigations of Pile-Soil Behaviour, with Special Reference to the Foundations of Offshore Structures, Ph.D thesis, Imperial College, London.
- Jardine, R. J., Chow, F. C., Overy, R. F., and Standing, J. R. (2005), ICP design methods for driven piles in sand and clays, London: Thomas Telford.
- Kim, D. and Salgado, R. (2012a). "Load and Resistance Factors for External Stability Checks of Mechanically Stabilized Earth Walls", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.138, No.3, pp.241-251. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000595
- Kim, D. and Salgado, R. (2012b). "Load and Resistance Factors for Internal Stability Checks of Mechanically Stabilized Earth Walls", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.138, No.8, pp.910-921. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000664
- Kim, D. and Lee, J. (2012). "Resistance Factor Contour Plot for LRFD of Axially-Loaded Driven Piles in Clays", Computers and Geotechnics, Vol.44, pp.9-19. https://doi.org/10.1016/j.compgeo.2012.03.005
- Kwak, K., Kim, K. J., Huh, J., Lee, J. H., and Park, J. H. (2010), "Reliability Based Calibration of Resistance Factors for Static Bearing Capacity of Driven Steel Pipe Piles", Canadian Geotechnical journal, Vol.47, pp.528-538. https://doi.org/10.1139/T09-119
- Lehane, B. M. (1992), Experimental Investigations of Pile Behaviour Using Instrumented Field Piles, Ph.D thesis, Imperial College, London.
- Low, B. K. and Tang, W. H. (2007), "Efficient Spreadsheet Algorithm for First-Order Reliability Method", Journal of Engineering Mechanics, ASCE, Vol.133, No.12, pp.1378-1387. https://doi.org/10.1061/(ASCE)0733-9399(2007)133:12(1378)
- Lutomirska, M. (2009), Live Load Models for Long Span Bridges, Ph.D thesis, University of Nebraska, Lincoln.
- McVay, M. C., Birgisson, B., Nguyen, T., Kuo, C. L. (2002), "Uncertainty in Load and Resistance Factor Design Phi Factors for Driven Prestressed Concrete Piles", Transportation Research Record, No. 1808, Transportation Research Board, Washington, D.C., pp.99-107.
- Meyerhof, G. G. (1970), "Safety Factors in Soil Mechanics", Canadian Geotechnical Journal, Vol.7, No.4, pp.349-355. https://doi.org/10.1139/t70-047
- Misra, A., Roberts, L. A., Oberoi, R., and Chen, C. -H. (2007), "Unvertainty analysis of micropile pullout based upon load test results", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.133, No.8, pp.1017-1025. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:8(1017)
- Nowak, A. S. (1999), Calibration of LRFD Bridge Design Code, NCHRP Report 368. Washington D.C., Transportation Research Board.
- Ochiai, H., Li, X., Otani J., and Matsui, K. (1994), "Reliability of Vertical Bearing Resistance of Bored Friction Piles", Memoirs of the Faculty of Engineering, Kyushu University, Vol.54, No.1, pp.1-24.
- Paikowsky, S. G., Birgisson, B., McVay, M. C., Nguyen, T., Kuo, C. L., Baecher, G., Ayyab, B., Stenersen, K., O'Malley, K., Chernauskas, L., and O'Neill, M. (2004), Load and Resistance Factor Design for Deep Foundations, NCHRP Report 507, Transportation Research Board, Washington, D.C.
- Park, J. H., Huh, J., Kim, M. M., and Kwak, K. (2008), "Resistance Factors of Driven Steel Pipe Piles for LRFD Design in Korea", Journal of Korean Society of Civil Engineering, Vol.28, No.6C, pp.367-377 (in Korean).
- Park, J. H., Kim, D., and Chung, C. K. (2012). "Implementation of Bayesian theory on LRFD of axially loaded driven piles", Computers and Geotechnics, Vol.42, pp.73-80. https://doi.org/10.1016/j.compgeo.2012.01.002
- Rackwitz, R. and Fiessler, B. (1978). "Structural Reliability Under Combined Random Load Sequences," Computers and Structures, Vol.9, pp.489-494. https://doi.org/10.1016/0045-7949(78)90046-9
- Salgado, R., Woo, S. I., and Kim, D. (2011). Development of Load and Resistance Factor Design for Ultimate and Serviceability Limit States of Transportation Structure Foundations, FHWA/IN/JTRP-2009/24.
- Titi, H. H., Mahamid, M., Abu-Farsakh, M. Y., and Elias, M. (2004), "Evaluation of CPT Methods for Load and Resistance Factor Design of Driven Piles." Proc Geo-Trans 2004, Geotech Eng Trans Proj, GSP, Vol.126, pp.687-696.
- Yoon, G. L. and O'Neill, M. W. (1996), "Design Model Bias Factors for Driven Piles from Experiments at NGES-UH," Geotechnical Special Publication, Vol.58, pp.761-773.