Environmental Engineering Reference
In-Depth Information
f
estimated annual probability of failure
FOSM
first-order second method
FS
factor of safety
g
nominal limit state function
P
estimated incremental probability of occurrence
PEM
Point estimate method
P
f
∗
desirable probability of failure
N
estimated life loss
SPANCOLD
Spanish National Committee on Large Dams
USBR
United States Bureau of Reclamation
reFerenCeS
Altarejos-García, L., Escuder-Bueno, I., Serrano-Lombillo, A. and de Membrillera-Ortuño, M.G. 2012.
Methodology for estimating the probability of failure by sliding in concrete,
Structural Safety
,
36-37, 1-13.
ANCOLD. 2003.
Guidelines on Risk Assessment
. Australian National Committee on Large Dams,
Sydney, New South Wales, Australia.
Baecher, G.B. and Christian, J.T. 2003.
Reliability and Statistics in Geotechnical Engineering
. John
Wiley and Sons, Ltd., England, 605 p.
Baraldi, P. and Zio, E. 2008. A combined Monte Carlo and possibilistic approach to uncertainty propa-
gation in event tree analysis.
Risk Analysis
, 28(5), 1309-1325.
Bowles, D.S. 2007. Tolerable risk for dams: How safe is safe enough?
Proceedings of the 2007 US
Society on Dams Annual Conference
, Philadelphia, Pennsylvania, March.
Bowles, D.S., Anderson, L.R., Glover, T.F., and Chauhan, S. 2003. Dam safety decision-making:
Combining engineering assessments with risk information.
Proceedings of the US Society on
Dams Annual Lecture
, Charleston, South Carolina, April.
Ching, J. 2009. Equivalence between reliability and factor of safety.
Probabilistic Engineering Mechanics
,
24, 159-171.
Christian, J.T., Ladd, C.C., and Baecher, G.B.1994. Reliability applied to slope stability analysis,
Journal
of the Geotechnical Engineering Division
, ASCE, 120(12), 2180-2207.
D'Andrea, R.A. and Sangrey, D.A. 1982. Safety factors for probabilistic slope design,
Journal of the
Geotechnical Engineering Division
, ASCE, 108(GT9), 1101-1118.
EPRI. 1994.
Methodology for Developing Seismic Fragilities
. Electric Power Research Institute,
California.
Ferson, S. and Ginzburg, L.R. 1996. Different methods are needed to propagate ignorance and vari-
ability.
Reliability Engineering and System Safety
, 54, 133-144.
Hartford, D.N.D. and Baecher, G.B. 2004.
Risk and Uncertainty in Dam Safety
. Thomas Telford
Limited, Bristol, UK.
Hoek, E. 2007. Practical Rock Engineering. On-line course.
Hoffman, F.O. and Hammonds, J.S. 1994. Propagation of uncertainty in risk assessments: The need to
distinguish between uncertainty due to lack of knowledge and uncertainty due to variability.
Risk
Analysis
, 14(5), 707-712.
iPresas. 2013. iPresas Calc. User Guide. [Online] iPresas Risk Analysis. Available at:
www.ipresas.com
.
ITASCA. 2014. FLAC. [Online] Itasca Consulting Group, Inc., An Itasca International Company.
Available at:
http:/ / www. itascacg. com/ software/ lac.
Kulhawy, F.H. and Phoon, K.K. 1996. Engineering judgment in the evolution from deterministic to
reliability-based foundation design,
Uncertainty in the Geologic Environment: From Theory to
Practice, Proceedings of Uncertainty '96
, Madison, Wisconsin, July 31 to August 3, pp. 29-48.
Search WWH ::
Custom Search