Environmental Engineering Reference
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Methods (ed. by R. L. Parsons, L. Zhang, W. D. Guo, K. K. Phoon and M. Yang) (GSP 153)
[ Proceedings of GeoShanghai ]. Reston: ASCE, 82-89.
Phoon, K. K., Kulhawy, F. H. and Grigoriu, M. D. 1995. Reliability-Based Design of Foundations for
Transmission Line Structures, Report TR-105000 , Electric Power Research Institute, Palo Alto.
Phoon, K. K., Kulhawy, F. H. and Grigoriu, M. D. 2003a. Development of a reliability-based design frame-
work for transmission line structure foundations. Journal of Geotechnical and Geoenvironmental
Engineering , 129(9), 798-806.
Phoon, K. K., Kulhawy, F. H. and Grigoriu, M. D. 2003b. Multiple resistance factor design for shal-
low transmission line structure foundations. Journal of Geotechnical and Geoenvironmental
Engineering , 129(9), 807-818.
Santoso, A., Phoon, K. K. and Quek, S.-T. 2009. Reliability analysis of infinite slope using subset simu-
lation. Contemporary topics in in situ testing, analysis, and reliability of foundations (GSP 186),
2009 International Foundation Congress and Equipment Expo ; March 15-19, 2009, Orlando,
FL; ASCE, 278-285.
Soulié, M., Montes, P. and Silvestri, V. 1990. Modeling spatial variability of soil parameters. Canadian
Geotechnical Journal , 27, 617-630.
Tang, W. H., Yucemen, M. S. and Ang, A. H. S. 1976. Probability based short-term design of slope.
Canadian Geotechnical Journal , 13, 201-215.
Vesic´, A. S. 1975. Bearing capacity of shallow foundations, Chapter 3 in Foundation Engineering
Handbook (ed. by H. F. Winterkorn and H. Y. Fang), New York, Van Nostrand Reinhold, 121-147.
Walpole, R. E., Myers, R. H. and Myers, S. L. 1998. Probability and Statistics for Engineers and
Scientists, Upper Saddle River, New Jersey, Prentice-Hall.
Wang, Y. 2011. Reliability-based design of spread foundations by Monte Carlo simulations.
Geotechnique , 61(8), 677-685.
Wang, Y. 2012. Uncertain parameter sensitivity in Monte Carlo simulation by sample reassembling.
Computers and Geotechnics , 46, 39-47.
Wang, Y. 2013. MCS-based probabilistic design of embedded sheet pile walls. Georisk: Assessment and
Management of Risk for Engineered Systems and Geohazards , 7(3), 151-162.
Wang, Y. and Cao, Z. 2013. Expanded reliability-based design of piles in spatially variable soil using
efficient Monte Carlo simulations. Soils and Foundations , 53(6), 820-834.
Wang, Y., Au, S. K. and Kulhawy, F. H. 2011a. Expanded reliability-based design approach for drilled
shafts. Journal of Geotechnical and Geoenvironmental Engineering , 137(2), 140-149.
Wang, Y., Cao, Z. and Au, S. K. 2010. Efficient Monte Carlo simulation of parameter sensitivity in
probabilistic slope stability analysis. Computers and Geotechnics , 37(7-8), 1015-1022.
Wang, Y., Cao, Z. and Au, S. K. 2011b. Practical analysis of slope stability by advanced Monte Carlo
simulation in spreadsheet. Canadian Geotechnical Journal , 48(1), 162-172.
Wang, Y. and Kulhawy, F. H. 2008. Reliability index for serviceability limit state of building founda-
tions. Journal of Geotechnical and Geoenvironmental Engineering , 134(11), 1587-1594.
Xu, B. and Low, B. K. 2006. Probabilistic stability analyses of embankments based on finite-element
method. Journal of Geotechnical and Geoenvironmental Engineering , 132(11), 1444-1454.
Zuev, K. M., Beck, J. L., Au, S. K. and Katafygiotis, L. S. 2012. Bayesian post-processor and other
enhancements of subset simulation for estimating failure probabilities in high dimensions.
Computers and Structures , 92, 283-296.
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