ETL 1110-2-544
31 Jul 95
Hughes, T. J. R. (1987). The Finite Element
Reyes, S. F., and Deene, D. K. (1966). "Elastic
Method, Linear Static and Dynamic Finite Element
Rustic Analysis of Underground Openings by the
Analysis. Prentice-Hall, Englewood Cliffs, NJ.
Finite Element Method," Proceedings of the 1st
Congress of the International Society of Rock
Lewis, R. W., and Schrefler, B. A. (1987). The
Mechanics, Lisbon, 477-486.
Finite Element Method in the Deformation and
Skermer, N. A. (1973). "Finite Element Analysis
of El Infiernillo Dam," Canadian Geotechnical
Zienkiewicz, O. C. (1977). The Finite Element
Journal 10(2), 129-144.
Method. 3rd ed., McGraw Hill, New York.
Soriano, A., Duncan, J. M., Wong, K., and Simon,
b.
Embankment dams.
J. (1976). "Finite Element Analyses of Stresses and
Movements in Birch Dam," Contract Report S-76-2,
Chang, C. S., and Duncan, J. M. (1977). "Anal-
U.S. Army Engineer Waterways Experiment Station,
ysis and Consolidation of Earth and Rockfill Dams,"
Vicksburg, MS.
Volumes 1 and 2, Contract Report S-77-4,
U.S. Army Engineer Waterways Experiment Station,
c.
Constitutive models.
Vicksburg, MS.
Duncan, J. M., Byrne, P., Wong, K. S., and
Clough, R. W., and Woodward, R. J. (1967).
Mabry, P. (1980). "Strength, Stress-Strain and
"Analysis of Embankment Stress and Deforma-
Bulk Modulus Parameters for Finite Element
tions," Proceedings Paper 5329, Journal of Soil
Analyses of Stresses and Movements in Soil
Mechanics and Foundations Division, ASCE
Masses," Geotechnical Engineering Research Report
93(SM4), 529-549.
No. UCB/GT/80-01, Department of Civil
Engineering, University of California, Berkeley,
Duncan, J. M, Seed, R. B, Wong, K. S., and
CA.
Mabry, P. (1984). "FEADAM84: A Computer
Program for the Finite Element Analysis of Dams,"
Duncan, J. M., and Chang, C. Y. (1970).
Research Report No. SU/GT/84-03, Stanford
"Nonlinear Analysis of Stress and Strain in Soils,"
University, Stanford, CA.
Journal of Soil Mechanics and Foundations Division,
ASCE 96(SM5), 1629-1653.
Kulhawy, F. H., and Duncan, J. M. (1972).
"Stresses and Movements in Oroville Dam," Journal
Finn, W. D. L., Lee, K. W., and Martin, G. R.
of Soil Mechanics and Foundations Division, ASCE
(1977). "An Effective Stress Model for Lique-
98(SM7), New York.
faction," Proceedings Paper 13008, Journal of
Geotechnical Engineering Division, ASCE
Kulhawy, F. H., Duncan, J. M., and Seed, H. B.
103(GT6), 517-533.
(1969). "Finite Element Analysis of Stresses and
Movements in Embankments During Construction,"
Irmay, S. (1954). "On the Hydraulic Conductivity
Geotechnical Engineering Report TE-69-4, Berkeley,
of Unsaturated Soils," EOS Transactions of the
CA; also U.S. Army Engineer Waterways
American Geophysical Union, 35.
Experiment Station Contract Report S-69-8,
Vicksburg, MS.
Peters, J. F., and Valanis, K. C. (1992). "Compu-
tational Aspects of Endochronic Plasticity." Modern
Lefebvre, G., and Duncan, J. M. (1971). "Three
Dimensional Finite Element Analysis of Dams,"
Contract Report S-71-6, U.S. Army Engineer
Roscoe, K. H., and Schofield, A. N. (1963).
Waterways Experiment Station, Vicksburg, MS.
"Mechanical Behavior of an Idealized 'Wet Clay'."
Proceedings of the Second European Conference on
Nobari, E. S., Lee, K. L., and Duncan, J. M.
Soil Mechanics, Wiesbaden I, 47-54.
(1973). "Hydraulic Fracturing in Zoned Earth and
Rockfill Dams," Contract Report S-73-2, U.S. Army
Roscoe, K. H., Schofield, A. N., and Thurairajah,
Engineer Waterways Experiment Station, Vicksburg,
A. (1963). "Yielding of Clays in States Wetter
MS.
Critical," Geotechnique 13(3), 211-240.
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