Closure to “Specimen Size Effect in Simple Shear Test” by M. Vucetic and S. Lacasse (December, 1982)
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Volume 110, Issue 3
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References
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Andersen, K. H., “Research Project, Repeated Loading on Clay; Summary and Interpretation of Test Results,” Report, 74037‐9, Norwegian Geotechnical Institute, Oslo, Norway, 1975, 121 pp.
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Berre, T., “Comparison of Undrained and Constant Volume Triaxial Tests on Plastic Clay from Drammen,” Internal Report, 56103‐23, Norwegian Geotechnical Institute, Oslo, Norway, 1981.
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Bjerrum, L., and Berre, T., “Simple Shear Tests with Measurement of Radial Stress on Plastic Drammen Clay,” Internal Report, F. 393‐1, Norwegian Geotechnical Institute, Oslo, Norway, 1969.
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Bjerrum, L., and Berre, T., “Simple Shear Tests with Measurement of Radial Stress on Plastic Drammen Clay, Internal Report, F. 393‐2, Norwegian Geotechnical Institute, Oslo, Norway, 1970.
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Christian, J. T., discussion of: “State of the Art Laboratory Strength Testing of Soils,” Special Technical Publication, 740, Laboratory Shear Strength of Soil, American Society for Testing and Materials, Philadelphia, Pa., 1981, pp. 638–640.
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Dyvik, R., and Zimmie, T. F., “Lateral Stress Measurements During Static and Cyclic Direct Simple Shear Testing,” presented at 1982 International Conference on the Behaviour of Off‐Shore Structures, 3, BOSS'82, held at Cambridge, Mass., U.S.A.
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Dyvik, R., Zimmie, T. F., and Floess, C. H. L., “Lateral Stress Measurements in Direct Simple Shear Device,” Special Technical Publication, 740, Laboratory Shear Testing of Soils, American Society for Testing and Materials, Philadelphia, Pa., 1981, pp. 191–206.
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Iversen, K., “Avsluttende forsøk i forbindelse med automatisk høydekontroll ved statiske CCV‐forsøk,” Internal Report, 56204‐6, Norwegian Geotechnical Institute, Oslo, Norway, 1977.
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Kovacs, W. D., “Effect of Sample Configuration in Simple Shear Shear Testing,” presented at 1973 Symposium on Behaviour of Earth and Earth Structures Subjected to Earthquakes and other Dynamic Loads, held at Roorkee, India.
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Ladd, C. C., “Discussion on Laboratory Shear Devices,” Special Technical Publication, 740, Laboratory Shear Testing of Soils, American Society for Testing and Materials, Philadelphia, Pa., pp. 643–652.
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Vaid, Y. P., and Campanella, R. G., “Triaxial and Plane Strain Behavior of Natural Clay,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 100, No. GT3, Paper 10421, March, 1974, pp. 207–224.
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Journal of Geotechnical Engineering
Volume 110 • Issue 3 • March 1984
Pages: 447 - 453
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Copyright © 1984 ASCE.
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Published online: Mar 1, 1984
Published in print: Mar 1984
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