1 |
국토해양부(2009) 구조물기초설계기준 해설, (사)한국지반공학회.
|
2 |
박재현, 허정원, 김명모, 곽기석(2008) LRFD 설계를 위한 국내 항타강관말뚝의 저항계수 산정, 대한토목학회 논문집, 대한토목학회, 제28권 제6C호, pp. 367-377.
|
3 |
박재현, 김동욱, 곽기석, 정문경, 김준영, 정충기(2010) 베이지안 이론을 이용한 타입강관말뚝의 신뢰성 평가, 한국지반공학회논문집, 한국지반공학회, Vol. 26, No. 7, pp. 161-170.
|
4 |
한국건설기술연구원(2008) LRFD 기초구조물 설계를 위한 저항계수 결정 연구, 건설교통 R&D 정책.인프라사업 3차년도 최종 연구보고서, 국토해양부.
|
5 |
한국지반공학회(1997) 지반조사 결과의 해석 및 이용, 지반공학시리즈 1, 도서출판 구미서관.
|
6 |
American Association of State Highway and Transportation Official (AASHTO) (2007) AASHTO LRFD Bridge Design Specifications Fourth Edition. AASHTO, Washington DC.
|
7 |
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.
|
8 |
Baecher, G.B. and Rackwitz, R. (1982) Factors of safety and pile load tests,International, Journal for Numerical and Analytical Methods in Geomechanics, Vol. 6, pp. 409-424.
DOI
|
9 |
Ching, J.Y., Lin, H.-D., and Yen, M.-T. (2009) Reliability-based code calibration for axial ultimate bearing capacities of single bored piles in Taipei basin, Journal of Mechanics, Vol. 25, No. 4, pp. 389-400.
DOI
|
10 |
Davisson, M. (1972) High Capacity Piles, Proceedings of Soil Mechanics Lecture Series on Innovations in Foundation Construction, ASCE, Illinois Section, Chicago, IL, pp. 82-112.
|
11 |
Devore, J.L. (2004) Probability and statistics for engineering and science, 6th edition, Cole Publishing Co.
|
12 |
Evangelista, A., Pellegrino, A., and Viggiani, C. (1977) Variability among piles of the same foundation, Proceedings of 9th ICSMFE, Tokyo, pp. 493-500.
|
13 |
Kay, J.N. (1976) Safety factor evaluation for single piles in sand, Journal of Geotechnical Engineering Division, ASCE, Vol. 102, No. 10, pp. 1093-1108.
|
14 |
Kim, D. (2008) Load and resistance factor design of slopes and MSE walls, Ph.D. Dissertation, Purdue University.
|
15 |
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, No. 5, pp. 528-538.
DOI
ScienceOn
|
16 |
Meyerhof, G.G. (1976) Bearing capacity and settlement of pile foundations, Journal of Geotechnical Engineering Division, ASCE, Vol. 102, No. GT3, pp. 196-228.
|
17 |
Nowak, A.S. (1999) Calibration of LRFD Bridge Design Code, NCHRP report 368. Transportation Research Board of the National Academies, Washington, D.C.
|
18 |
Paikowsky, S.G. (2004) Load and Resistance Factor Design for Deep Foundations, NCHRP Report 507, Transportation Research Board, Washington, D.C.
|
19 |
Park, J.H. (2011) Resistance factor calibration and Bayesian implementation for LRFD of axially-loaded driven steel pipe piles, Ph.D. Dissertation, Seoul National University.
|
20 |
Rackwitz, R. and Fiessler, B. (1978) Structural reliability under combined random load sequences, Computers and Structures, Vol. 9, pp. 489-494.
DOI
ScienceOn
|
21 |
Zhang, L.M. (2004) Reliability verification using proof pile load tests, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 130, No. 11, pp. 1203-1213.
DOI
ScienceOn
|
22 |
Rahman, M.S., Gabr, M.A., Sarica, R.Z., and Hossain, M.S. (2002) Load and resistance factor design (LRFD) for analysis/design of piles axial capacity, FHWA/NC/2005-08, Raleigh, North Carolina.
|
23 |
Tippett, L.H.C. (1925) On the extreme individuals and the range of samples taken from a normal population, Biometrika, Vol. 17, No. 3/4, pp. 364-387.
DOI
|
24 |
Zhang, L.M. and Tang, W.H. (2002) Use of load tests for reducing pile length, Proceedings of Deep Foundation 2002, ASCE, Orlando, Florida, pp. 993-1005.
|
25 |
Zhang, L.M., Tang, W.H., Zhang, L.L., and Zhang, J. (2004) Reducing uncertainty of prediction from empirical correlations, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 130, No. 5, pp. 526-534.
DOI
ScienceOn
|