TECHNICAL NOTES
Sep 1, 1987

Frictional Properties between Sand and Various Construction Materials

Publication: Journal of Geotechnical Engineering
Volume 113, Issue 9

Abstract

The purpose of this research was to determine the frictional characteristics of various bedrocks and construction materials against sand under cyclic loading. Laboratory testing was conducted using a direct shear device which cyclically strained the sand-material interface. The results indicate that the skin friction is a function of the surface roughness of the solid member against the soil. The apparent skin friction approaches the internal angle of friction of the sand as the surface roughness increases. The behavior of sand as tested in a cyclic direct shear test resembles the behavior of sand when tested in small-amplitude dynamic testing devices. No relationship seems to exist between skin friction and the damping ratio. More additional work will be necessary to verify this finding.

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References

1.
Hardin, B. O., and Drnevich, V. P. (1972a). “Shear modulus and damping in soils: measurements and parameters effect.” J. Soil Mech., Foundation Div., ASCE, 98(6), 603–624.
2.
Hardin, B. O., and Drnevich, V. P. (1972b). “Shear modulus and damping on soils: design equations and curves.” J. Soil Mech., Foundation Div. , ASCE, 98(7), 667–693.
3.
Potyondy, J. G. (1960). “Skin friction between various soils and construction materials.” Geotechnique, 11(12), 339–352.
4.
Sherif, M. A., and Ishiboshi, I. (1977). “Damping ratio for dry sands.” J. Geotech. Engrg., ASCE, 103(7), 743–756.
5.
Silver, M., and Seed, H. (1970). “Deformations characteristics of sands under cyclic loading.” J. Soil Mech., Foundation Div., ASCE, 97(8), 1080–1098.
6.
Rengers, N. (1970). “Influence of surface roughness on the friction properties of rock planes.” Paper No. 1‐31, Proceedings 2nd Congress, Intl. Society for Rock Mech., Belgrade, Yugoslavia, (1), 229–234.
7.
Uchida, K., Sawads, T., and Hasegawa, T. (1980). “Dynamic properties of sand subjected to initial shear stress.” Intl. Symp. on Soils Under Cyclic and Transient Loading, 121–133.

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Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 113Issue 9September 1987
Pages: 1035 - 1039

History

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

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Authors

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Peter J. Bosscher, A. M. ASCE
Asst. Prof. Civ. and Envir. Engrg., Univ. of Wisconsin‐Madison, Madison, WI 53706
Carlos Ortiz G.
Grad. Student, Dept. Civ. and Envir. Engrg., Univ. of Wisconsin‐Madison, Madison, WI 53706

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