Discussion of “Effect of Lateral Stress on CPT Penetration Pore Pressures” by J. P. Sully and R. G. Campanella (July, 1991, Vol. 117, No. 7)
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Caves, M. E. (1991). “The behavior of a low plasticity silty clay under conditions of static and cyclic direct simple shear.” MS thesis, Cornell University, Ithaca, N.Y.
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Eden, W. J., and Law, K. T. (1980). “Comparison of undrained shear strength results obtained by different test methods in soft clays.” Canadian Geotech. J., 17(3), 369–381.
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Konrad, J. M. (1987). “Piezo‐friction cone penetrometer testing in soft clays.” Canadian Geotech. J., 24(4), 645–651.
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Mayne, P. W. and Kulhawy, F. H. (1990). “Direct and indirect determinations of in situ in clays.” Res. Record 1278, Transportation Research Board, Washington, D.C., 141–163.
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Mayne, P. W., Kulhawy, F. H., and Trautmann, C. H. (1992). “Experimental study of undrained lateral and moment behavior of drilled shafts during static and cyclic loading. Report TR‐100221, Electric Power Research Institute (EPRI), Palo Alto, Calif.
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McManus, K. J. and Kulhawy, F. H. (1991). “A cohesive soil for large‐size laboratory deposits.” Geotech. Testing J., 14(1), 26–34.
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Journal of Geotechnical Engineering
Volume 118 • Issue 10 • October 1992
Pages: 1657 - 1660
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Copyright © 1992 ASCE.
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Published online: Oct 1, 1992
Published in print: Oct 1992
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