1 |
CEN (European Committee for Standardisation (2004). Eurocode 7: Geotechnical design-Part 1: General rules, BS EN 1997-1, London
|
2 |
Hansen, J. B. (1970). A revised and extend formula for bearing capacity. Danish Geotech. Inst., Bulletin 28, Copenhagen
|
3 |
Hasofer, A. M. and Lind, N. (1974). An exact and invariant first-order reliability format. Journal of Engineering Mechanics, ASCE, Vol. 100, EM 1, pp.111-121
|
4 |
Low, B. K., and Tang, W. H. (1997a). Efficient Reliability Evaluation using Spreadsheet, Journal of Engineering Mechanics, Vol.123, No.7, pp.749-752
DOI
ScienceOn
|
5 |
Low, B. K., and Tang, W. H (1997b). Reliability Analysis of Reinforced Embankments on Soft Ground. Canadian Geotechnical Journal, 345, pp.672-685
|
6 |
Lumb, P. (1966). The variability of natural soils, Canadian Geotechnical Journal, Vol.3, pp.74-97
DOI
|
7 |
Meyerhof, G. G. (1970), Safety Factors in Soil Mechanics, Canadian Geotechnical Journal, Vol.5, No.2, pp.140-148
|
8 |
한국지반공학회 (2003). 구조물 기초설계기준 해설, 한국지반공학회, pp.177-276
|
9 |
Lacasse, S. and Nadim, F., (1996), Uncertainties in characterising soil properties, Uncertainty in the geologic environment: From theory to practice, ASCE GSP No.58, pp.49-75
|
10 |
Mcguffery, Iori, V.J., Kyfor, Z., and Grivas, D.A. (1981), Statistical Geotechnical Prop erties of Lockp ort Clays, Transportation Research Board, No.809. pp.54-59
|
11 |
Christian, J. T., Ladd, C. C. and Baecher, G. B. (1994). Reliability applied to slope stability analysis, Journal of Geotechnical Engineering, ASCE, Vol.120, No.12. pp.2189-2207
|
12 |
Baecher, G. B., and Christian, J. T. (2003). Reliability and Statistics in Geotechnical Engineering, John wiley, Chichester, U.K.
|
13 |
Turnbull, W.J., Compton J.R., and Ahvin R.G. (1966), Quality Control of Comp acted Earthwork, Journal of Soil Mechanics and Foundation Division, ASCE, Vol.92, No.SM5, pp.142-145
|
14 |
허정언, 정상섬, 곽기석 (2005), 축하중을 받는 말뚝구조물의 MCS에 기초한 신뢰성해석, 한국지반공학회 논문집, 제25권 3C호, pp.181-188
|
15 |
Hooper, J.A., and Butler, F.G. (1966), Some Numerical Results Concerning the Shear Strength of London Clay, Geotechnique, Vol.16, pp.282-304
DOI
|
16 |
Rackwitz, R. and Fiessler, B. (1978). Structural reliability under combined load sequences, Computers and Structures, Vol.9, pp.489-494
DOI
ScienceOn
|
17 |
Schultze, E. (1971), Frequency Distributions and Correlations of Soil Properties, Proceedings of the First International Conference on Application of Statistics and Probability to Soil and Structural Engineering, pp.371-387
|
18 |
Harr, M. E. (1987). Reliability-Based Design in Civil Engineering, McGraw-Hill Book Company, New York
|
19 |
김병일, 김연수, 김창동, 사상호 (2007). 설계 파라미터의 불확실성을 고려한 얕은기초 신뢰성 설계, 한국지반공학회 기초기술위원회 학술발표회 논문집, pp.1-10
|
20 |
AASHTO (2007). AASHTO LRFD Bridge Design Specifications, SI Units, 4th Edition, American Association of State Highway and Transportation Officials, Washington, D. C.
|
21 |
Kulhawy, F. H., Birgisson, B. and Grigoriu, M. D. (1992). Reliability-based foundation design for transmission line structures: Transformation models for in-situ tests. Rpt EL-5507(4). Electric Power Research Institute, Palo Alto
|
22 |
Palisade corporation (2002). Guide to using @Risk, http://www.palisade.com
|
23 |
Harr, M. E. (1966). Foundation of Theoretical Soil Mechanics, McGraw-Hill Book Company, New York
|