Closure to “Simple Procedure for Determining Cap‐Plasticity‐Model Parameters” by Tien‐Kuen Huang and Wai‐Fah Chen (March, 1990, Vol. 116, No. 3)
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical Engineering
Volume 118, Issue 4
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References
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Chang, T. Y. (1980). “A nonlinear finite element analysis program, NFAP.” University of Akron, Akron, Ohio.
2.
Chen, W. F., and Baladi, G. Y. (1985). Soil plasticity: Theory and implementation. Elsevier Science Publishing Company, New York, N.Y.
3.
Huang, T. K., and Chen, W. F. (1989). “Cap plasticity model for embankment: From theory to practice.” Report No. CE‐STR‐89‐15, School of Civil Engineering, Purdue University, West Lafayette, Ind.
4.
Huang, T. K., and Chen, W. F. (1991). “Embankment widening and grade raising on soft foundation soils: Computer program implementation.” Report No. CE‐STR‐91‐3, School of Civil Engineering, Purdue University, West Lafayette, Ind.
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Humphrey, D. N., McCarron, W. O., Holtz, R. D., and Chen, W. F. (1986a). “Finite element analysis of plane strain problems with PS‐NFAP and the cap model—user's manual.” Report No. JHRP‐86‐17, Joint Highway Research Project, School of Civil Engineering, Purdue University, West Lafayette, Ind.
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Humphrey, D. N. (1986b). “Design of reinforced embankments,” thesis presented to Purdue University, at West Lafayette, Ind., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
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McCarron, W. O. (1985). “Soil plasticity and finite element application,” thesis presented to Purdue University, at West Lafayette, Ind., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
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Mizuno, E. (1981). “Plasticity modeling of soils and finite element application,” thesis presented to Purdue University, at West Lafayette, Ind., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
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Copyright © 1992 ASCE.
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Published online: Apr 1, 1992
Published in print: Apr 1992
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