TECHNICAL NOTES
Apr 1, 1987

Effect of Soil Type on Standard Penetration Test Input Energy

Publication: Journal of Geotechnical Engineering
Volume 113, Issue 4

Abstract

Due to the frequent use of the standard penetration test, efforts have been made to standardize the test using energy measurements with electronic calibrators. These calibrators integrate the force-time waveform over the first compression wave. It has been suggested that soil type does not affect this integration. Using a common wave equation computer program and input parameters verified by previous work, the effect of soft and hard clay, and hard sand on the first compression waveform were studied. The results of this study indicate that the signatures of stress during the first compression wave were significantly affected by the soil type. These results match well with the expected results from the application of reflected wave theory.

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References

1.
Coyle, H. M., and Gibson, G. C. (1970). “Empirical damping constants for sands and clays.” J. of the Soil Mech. and Foundations Div., ASCE. 96(SM3), May, 949–965.
2.
Coyle, H. M., Bartoskewitz, R. E., and Korb, K. W. (1972). “Soil resistance parameters for wave equation analysis.” J. of Materials. 7(4), Dec., 486–495.
3.
Coyle, H. M., Lowery, L. L., and Hirsch, T. J. (1977). “Wave equation analysis of piling behavior.” Numerical Methods in Geotech. Engrg. McGraw‐Hill Book Company, Inc., New York, N.Y., 272–295.
4.
Gallet, A. J. (1976). “Use of the wave equation to investigate standard penetration test field measurements.” thesis presented to the University of Florida, at Gainesville, Fla., in 1976, in partial fulfillment of the requirements for the degree of Master of Engineering.
5.
Hall, J. R. (1982). “Drill rod energy as a basis for correlation of SPT data.” Proc. of the 2nd European Symp. on Penetration Testing. 1, May, 57–60.
6.
Hanskat, C. S. (1978). “Wave equation simulation of the standard penetration test.” thesis presented to the University of Florida, at Gainesville, Fla., in 1978, in partial fulfillment of the requirements for the degree of Master of Engineering.
7.
Kovacs, W. D., Salomone, L. A., and Yokel, F. Y. (1981). “Energy measurement in the standard penetration test.” Natl. Bureau of Standards Bldg. Sci. Series 135, U.S. Department of Commerce, Aug., Washington, D.C., 99 pp.
8.
McLean, F. G., Franklin, A. G., and Dahlstrand, T. K. (1975). “Influence of mechanical variables on the SPT.” ASCE Specialty Conf. on In‐Situ Measurement of Soil Properties. 1, 287–318.
9.
Parola, J. F. (1970). “Mechanics of impact pile driving.” dissertation presented to the University of Illinois, at Urbana, Ill., in 1970, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
10.
Riggs, C. O., Mathes, G. M., and Rassieur, C. L. (1984). ““A field study of an automatic SPT hammer system.” Geotech. Testing J. 7(3), Sept., 158–163.
11.
Smith, E. A. L. (1960). “Pile driving analysis by the wave equation.” J. of the Soil Mech. and Foundations Div., ASCE. 86(SM4), Apr., 35–61.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 113Issue 4April 1987
Pages: 385 - 389

History

Published online: Apr 1, 1987
Published in print: Apr 1987

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Authors

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Peter J. Bosscher, A. M. ASCE
Asst. Prof., Dept. of Civ. and Environmental Engrg., Univ. of Wisconsin‐Madison, Madison, WI 53706
Dale R. Showers
Former Grad. Student, Dept. of Civ. and Environmental Engrg., Univ. of Wisconsin‐Madison, Madison, WI 53706

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