ETL 1110-2-544
31 Jul 95
Roscoe, K. H., and Burland, J. B. (1968). "On the
Palmerton, J. B. (1993). "Cerrillos Dam, 3-D
Generalized Stress-Strain Behavior of 'Wet' Clay,"
Seepage Analysis," Miscellaneous Pager GL-93-25,
U.S. Army Waterways Experiment Station,
ed., Cambridge University Press, Cambridge, MA,
Vicksburg, MS.
535-609.
Strohm, W. (1990). "Analysis of Drainage System,
Valanis, K. C., and Peters, J. F. (1988). "Thermo-
Trapezoidal Channel," Letter Report, Burns
dynamics of Frictional Materials: Constitutive
Engineering, Inc., Geotechnical Consultants,
Theory of Soils with Dilatant Capability--
Jackson, MS.
Report 1," Technical Report GL-88-20, U.S. Army
Engineer Waterways Experiment Station, Vicksburg,
Tracy, F. T. (1977a). "An Interactive Graphics
MS.
Postprocessor for Finite Element Method Results,"
Miscellaneous Paper K-77-4, U.S. Army Engineer
Valanis, K. C., and Peters, J. F. (1991). "An
Waterways Experiment Station, Vicksburg, MS.
Endochronic Plasticity Theory with Shear-
Volumetric Coupling," International Journal for
Tracy, F. T. (1977b). "An Interactive Graphics
Numerical and Analytical Methods in Geotechnical
Finite Element Method Grid Generator for Two-
Engineering 15, 77-102.
Dimensional Problems," Miscellaneous Paper K-77-
5, U.S. Army Engineer Waterways Experiment
d.
Seepage analysis.
Station, Vicksburg, MS.
Cedergren, H. R. (1967). Seepage, Drainage, and
Tracy, F. T. (1983). "User's Guide for a Plane and
Flow Nets. Wiley, New York.
Axisymmetric Finite Element Program for Steady-
State Seepage Problems," Instruction Report K-83-4,
Department of the Army. (1986). "Engineering
U.S. Army Engineer Waterways Experiment Station,
and Design: Seepage Analysis and Control for
Vicksburg, MS.
Dams," Engineer Manual 1110-2-1901,
Washington, DC.
Tracy, F. T. (1991). "Application of Finite
Element, Grid Generation, and Scientific
Knowles, V. R. (1992). "Applications of the Finite
Visualization Techniques to 2-D and 3-D Seepage
Element Seepage Analysis Corps Program
and Groundwater Modeling," U.S. Army Engineer
CSEEP(X8202)," Technical Report ITL-92-6, U.S.
Waterways Experiment Station, Technical Report
Army Engineer Waterways Experiment Station,
ITL-91-3, Vicksburg, MS.
Vicksburg, MS.
Wolff, T. F. (1989). "Appendix G: Finite Element
Mosher, R. L., and Noddin, V. R. (1987a).
Analyses of Gravel Layer and Scour Effects," Letter
"Finite Element Seepage Analysis of Cofferdam
Report, Department of Civil and Environmental
Embankment for Dewatering the Old River Control
Engineering, Michigan State University, East
Structure Stilling Basin," Letter Report, U.S. Army
Lansing, MI.
Engineer Waterways Experiment Station, Vicksburg,
MS.
e.
Soil-structure interaction analysis.
Mosher, R. L., and Noddin, V. R. (1987b).
Clough, G. W., and Duncan, J. M. (1969). "Finite
"Seepage Analysis for the S.A. Murray, Jr., Hydro-
Element Analysis of Port Allen and Old River
electric Station," Letter Report, U.S. Army Engineer
Locks," Report No. TE 69-3, College of
Waterways Experiment Station, Vicksburg, MS.
Engineering, Office of Research Services, University
of California, Berkeley, CA.
Pace, M. E. (1983). "Explanation of 2-D FEM
Seepage Analysis of Unconfined Flow Through an
Clough, G. W., and Duncan, J. M. (1971a).
Earthen Dam," unpublished paper, U.S. Army
"Finite Element Analysis of Retaining Wall
Engineer Waterways Experiment Station, Vicksburg,
Behavior," Journal of Soil Mechanics and
MS.
Foundations Division, ASCE 97(SM12).
A-37
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