Discussion of “Liquefaction Potential of Sands Using the CPT” by Peter K. Robertson and Richard G. Campanella (March, 1985, Vol. 111, No. 3)
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Volume 113, Issue 6
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References
1.
Horn, H. M., “North American Experience in Soil Sampling and Laboratory Dynamic Testing,” ASTM Geotechnical Testing Journal, Vol. 2, No. 2, Jun., 1979.
2.
Marcuson, W. F., “Determination of insitu density of sands,” Dynamic Geotechnical Testing, ASTM STP 654, Denver, Colo., 1978.
3.
Marcuson, W. F. III, and Franklin, G., “Undisturbed Sampling of Cohesionless Soils,” State‐of‐the‐Art Report, Singapore, 1979.
4.
Mori, K., Seed, H. B., and Chan, C. K., “Influence of Sample Disturbance on Sand Response to Cyclic Loading,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 104, No. 3, Mar., 1978, pp. 323–340.
5.
Mulilis, J. P., Chan, C. K., and Seed, H. B., “The Effects of Method of Sample Disturbance on the Cyclic Stress‐Strain Behavior of Sands,” Report No. EERC 75‐18, Earthquake Engineering Research Center, University of California, Berkeley, Calif., 1975.
6.
Seed, H. B., Tokimatsu, K., Harder, L. F., and Chung, R. M., “The Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations,” Report No. UCB/EERC‐84/15, Earthquake Engineering Research Center, University of California, Berkeley, Calif., Oct., 1984;
also, Journal of Geotechnical Engineering, ASCE, Vol. 111, No. 12, Dec., 1985, pp. 1425–1445.
7.
Singh, S., Seed, H. B., and Chan, C. K., “Undisturbed Sampling of Satu‐rated Sands by Freezing,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 108, No. 2, Feb., 1982, pp. 247–264.
8.
Yoshimi, Y., Tokimatsu, K., Kaneko, O., and Makihara, Y., “Undrained Cyclic Shear Strength of a Dense Niigata Sand,” Soil and Foundations, Vol. 24, No. 4, 1984, pp. 131–145.
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Published In
Journal of Geotechnical Engineering
Volume 113 • Issue 6 • June 1987
Pages: 673 - 676
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Copyright © 1987 ASCE.
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Published online: Jun 1, 1987
Published in print: Jun 1987
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