DISCUSSIONS AND CLOSURES
Jun 1, 1988
Discussion of “Rolled Concerete Dams Using Gap‐Graded Aggregate” by Jack W. Halif (March, 1987, Vol. 113, No. 1)
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References
1.
ACI manual of concrete practice, Part I, 1979. (1979). American Concrete Institute, Michigan.
2.
Cannon, R. W. (1982). “Proportioning no‐slump concrete for expanded applications.” Concr. Int.
3.
Goldbeck, A. T., and Gray, J. E. (1963). “A method of proportioning concrete for strength, workability, and durability.” Bulletin No. 11, National Crushed Stone Association.
4.
Hilf, J. W. (1987). “Rolled concrete dams using gap‐graded aggregate.” J. Constr. Engrg. and Mgmt., ASCE, 113(1), 27–33.
5.
Oliverson, J. E., and Richardson, A. T. (1981). “Upper Stillwater dam, design and construction concepts.” Concr. Int.
6.
Rendon‐Herrero, O. (1987). “Roller compacted concrete (RCC) mix proportioning equation.” Memorandum, Research Proposal, Commander and Dir., U.S. Army Engrg. Waterways Experiment Station, Vicksburg, Miss.
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Copyright © 1988 ASCE.
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Published online: Jun 1, 1988
Published in print: Jun 1988
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Authors
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Oswald rendon‐Herrero, Member, ASCE
Prof., Dept. of Civ. Engrg., Mississippi State MS 39762
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