TECHNICAL PAPERS
Oct 1, 1983

Mechanisms of Strength for Frozen Sand

Publication: Journal of Geotechnical Engineering
Volume 109, Issue 10

Abstract

Various physical mechanisms controlling the strength of frozen sand are proposed, evaluated and quantified by drawing upon an extensive literature survey, unconfined creep data on frozen sand and frozen saturated wetting and nonwetting glass beads. The principal mechanisms are: Ice strength and strengthening, soil strength, and ice matrix‐soil skeleton interaction through dilatancy effects and structural hindrance.

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References

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Ting, J. M., “Tertiary Creep Model for Frozen Sands,” Journal of Geotechnical Engineering, ASCE, Vol. 109, No. 7, in press, 1983.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 109Issue 10October 1983
Pages: 1286 - 1302

History

Published online: Oct 1, 1983
Published in print: Oct 1983

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Authors

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John M. Ting, A. M. ASCE
Research Fellow and Lect. in Civ. Engrg., California Institute of Technology 104‐44, Pasadena, Calif. 91125
R. Torrence Martin
Sr. Research Assoc., Dept. of Civ. Engrg., Massachusetts Institute of Technology, Cambridge, Mass. 02139
Charles C. Ladd, F. ASCE
Prof. of Civ. Engrg., Massachusetts Institute of Technology, Cambridge, Mass. 02139

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