DISCUSSIONS AND CLOSURES
Apr 1, 1992
Discussion of “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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References
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Humphrey, D. N. (1986). “Design of reinforced embankments.” Report No. FHWA/IN/JHRP‐86/16, Joint Highway Research Project, Purdue University, West Lafayette, Ind., Dec.
2.
Humphrey, D. N., and Holtz, R. D. (1987a). “A procedure to determine cap model parameters.” Proc. of the Second Int. Conf. on Constitutive Laws for Engineering Materials: Theory and Applications, II, Jan., Elsevier, New York, N.Y. 1225–1232.
3.
Humphrey, D. N., and Holtz, R. D. (1987b). “Use of reinforcement for embankment widening.” Proc., Geosynthetics '87, Vol. I, New Orleans, La., Feb., 278–288.
4.
Humphrey, D. N., McCarron, W. O., Holtz, R. D., and Chen, W. F. (1986). “Finite element analysis of plane strain problems with PS‐NFAP and the cap model—User's manual.” Report No. FHWA/IN/JHRP‐86/17, Joint Highway Research Project, Purdue University, West Lafayette, Ind., Dec.
5.
Janbu, N. (1963). “Soil compressibility as determined by oedometer and triaxial test.” Proc. of the Third European Conf. on Soil Mechanics and Foundation Engineering, Wiesbaden, Germany, 19–24.
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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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Dana N. Humphrey, Member, ASCE
Asst. Prof., Dept. of Civ. Engrg., Univ. of Maine, Orono, ME 04469
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