Discussion of “ and Behind Rotating and Non‐Yielding Walls” by Mehmet Sherif, Yung‐Show Fang, and Russell I. Sherif (January, 1984)
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Volume 111, Issue 8
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References
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Jacobsen, M., “On Pluvial Compaction of Sand,” Report No. 9, Institute of Civil Engineering at Aalborg Universitetscenter, Copenhagen, Denmark, 1976.
2.
Kolbuszewski, J. J., “General Investigation of the Fundamental Factors Controlling Loose Packing of Sands,” Proceedings of the 2nd International Conference on Soil Mechanics and Foundation Engineering, Vol. 7, Institute of Civil Engineers, London, U.K., 1948, pp. 47–49.
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Kolbuszewski, J. J., “An Experimental Study of the Maximum and Minimum Porosities of Sands,” Proceedings of the 2nd International Conference on Soil Mechanics and Foundation Engineering, Vol. 1, Institute of Civil Engineers, London, U.K., 1948, pp. 158–165.
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Mitchell, J. K., Chatoian, J. M., and Carpenter, G. C., “The Influences of Sand Fabric on Liquifaction Behavior,” Report No. S‐76‐5, prepared for the Office of Engineers, U.S. Army, Washington, D.C., University of California, Berkeley, Calif., June, 1976.
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Mulilis, J. P., Chan, C. K., and Seed, H. B., “The Effects of Method of Sample Preparation on the Cyclic Stress‐Strain Behavior of Sands,” Report No. EERC 75‐18, University of California, Berkeley, Calif., July, 1975.
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Copyright © 1985 ASCE.
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Published online: Aug 1, 1985
Published in print: Aug 1985
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