DISCUSSIONS AND CLOSURES
Oct 1, 1985

Discussion of “Time Dependence of Lateral Earth Pressure” by Edward Kavazanjian, Jr., and James K. Mitchell (April, 1984)

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Publication: Journal of Geotechnical Engineering
Volume 111, Issue 10
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References

1.
Aas, G., “A Study of the Effect of Vane Shape and Rate of Strain on the Measured Values of Insitu Shear Strength of Clays,” Proceedings, VI International Conference on Soil Mechanics and Foundation Engineering (Montreal), Vol. 1, 1965, pp. 141–145.
2.
Aas, G., “Vane Tests for Investigation of Anisotropy of Undrained Shear Strength of Clays,” Proceedings, Geotechnical Conference, Oslo, Norway, Vol. 1, 1967, pp. 3–8.
3.
Berre, T., and Bjerrum, L., “Shear Strength of Normally Consolidated Clays,” Proceedings, VIII International Conference on Soil Mechanics and Foundation Engineering (Moscow), Vol. 1.1, 1973, pp. 39–49.
4.
Bjerrum, L., “General Report: Problems of Soil Mechanics and Construction on Soft Clays,” Proceedings, VIII International Conference on Soil Mechanics and Foundation Engineering (Moscow), Vol. 3, 1973, pp. 111–153.
5.
Bjerrum, L., and Kenney, T. C., “Effect of Structure on the Shear Behavior of Normally Consolidated Clays,” Proceedings, Geotechnical Conference, Oslo, Norway, Vol. 2, 1967, pp. 19–27.
6.
Di Biagio, E., Discussion, Proceeding, Geotechnical Conference, Oslo, Norway, Vol. 2, 1967, pp. 135–137.
7.
Duncan, J. M., and Seed, H. B., “Anisotropy and Stress Reorientation in Clay,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 92, No. SM5, Sept., 1966, pp. 21–50.
8.
Ladd, C. C., “Stress‐Strain Behavior of Anisotropically Consolidated Clays During Undrained Shear,” Proceedings, VI International Conference on Soil Mechanics and Foundation Engineering (Montreal), Vol. I, 1965, pp. 282–286.
9.
Ladd, C. C., Panel Discussion in Session I, Proceedings, Geotechnical Conference, Oslo, Norway, Vol. II, 1967, pp. 112–115.
10.
Poulos, H. G., and Davis, E. H., “Laboratory Determination of Insitu Horizontal Stresses in Soil Masses,” Geotechnique, Vol. 22, No. 1, March, 1972, pp. 177–182.
11.
Soydemir, C., “Strength Anisotropy Observed Through Simple Shear Tests,” Laurits Bjerrum Memorial Volume, Norwegian Geotechnical Institute, Oslo, Norway, 1976, pp. 99–113.
12.
Tavenas, F. A., Blanchette, G., Leroueil, S., Roy, M., and LaRochelle, P., “Difficulties in the Insitu Determination of K0 in Soft Sensitive Clays,” Proceedings, ASCE Conference on In Situ Measurement of Soil Properties, Raleigh, N.C., Vol. 1, 1975, pp. 450–476.
13.
Terzaghi, K., “Shield Tunnels of the Chicago Subway,” Journal of the Boston Society of Civil Engineers, July, 1942, pp. 163–210.
14.
Yasuhara, K., and Ue, S., “Closure: Increase in Undrained Shear Strength due to Secondary Compression,” Soils and Foundations (Japan), Vol. 24, No. 3, Sept., 1984, pp. 115–119.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 111Issue 10October 1985
Pages: 1244 - 1246

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Published online: Oct 1, 1985
Published in print: Oct 1985

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G. A. Leonards
School of Civ. Engrg., Purdue Univ., West Lafayette, Ind. 47907

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