Discussion of “Resilient Characteristics of Dune Sand” by Woojin Lee, N. C. Bohra, and A. G. Altschaeffl
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References
1.
ASTM D4253-93; Annual book of ASTM standards, Vol. 04.08. (1994). ASTM, West Conshohocken, Pa.
2.
Brand, E. W. (1973). “Some observations on control of density by vibration—evaluation of relative density and its role in geotechnical projects involving cohesionless soils.”ASTM STP 523, ASTM, West Conshohocken, Pa., 121–132.
3.
Dobry, R., and Whitman, R. V. (1973). “Compaction of sand on a vertically vibrating table—evaluation of relative density and its role in geotechnical projects involving cohesionless soils.”ASTM STP 523, ASTM, West Conshohocken, Pa., 156–170.
4.
Feng, G., and Yang, Y. (1992). “Laboratory test methods for maximum index density of rockfill materials.”Chinese J. Geotech. Engrg., 14(5), 37–45 (in Chinese).
5.
Johnston, M. M. (1973). “Laboratory studies of maximum and minimum dry densities of cohesionless soils—evaluation of relative density and its role in geotechnical projects involving cohesionless soils.”ASTM STP 523, ASTM, West Conshohocken, Pa., 133–140.
6.
Kim, D., and Stokoe, K. H. II. (1992). “Characterization of resilient modulus of compacted subgrade soils using resonant column and torsional shear tests.”Transp. Res. Rec. 1369, Transp. Res. Council, Washington, D.C.
7.
Motan, E. S.(1987). “Discussion of `Capillary effects on dynamic modulus of sand and silts,' by Shiming Wu, Donald H. Gray, and F. E. Richart Jr.”J. Geotech. Engrg., ASCE, 113(7), 791–793.
8.
Townsend, F. C. (1973). “Comparison of vibrated density and standard compaction tests on sands with varying amounts of fines—evaluation of relative density and its role in geotechnical projects involving cohesionless soils.”ASTM STP 523, ASTM, West Conshohocken, Pa., 348–363.
9.
Uddin, W. (1992). “Discussion of `Characterization of resilient modulus of compacted subgrade soils using resonant column and torsional shear tests, by D. S. Kim and K. H. Stokoe II.”Transp. Res. Rec. 1369, Transportation Research Board, National Research Council, Washington, D.C.
10.
U.S. Bureau of Reclamation. (1974). Earth manual. U.S. Bureau of Reclamation Designation E-12.
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Copyright © 1997 American Society of Civil Engineers.
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Published online: May 1, 1997
Published in print: May 1997
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