TECHNICAL PAPERS
Apr 1, 1992

Regolith Mechanics, Dynamics, and Foundations

Publication: Journal of Aerospace Engineering
Volume 5, Issue 2

Abstract

Due to the differences of the gravitational accelerations of the Earth and lunar environments, geotechnical engineering must be applied differently in the two environments. This study investigates those differences. Of special interest are the static and dynamic behaviors of soil and regolith materials, as well as some foundation systems. The soil and regolith materials are shown to behave in different ways. The regolith material is more sensitive to environmental factors than the Earth material, and may require nonlinear analysis and/or improved modeling techniques. Also, care must be exercised when designing Earth‐based tests to study lunar‐based systems.

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References

1.
Atkatch, R. S., et al. (1983). “Theory of viscoplastic shells for dynamic response.” J. Appl. Mech., 50(Mar.), 131–136.
2.
Buchholdt, H. A. (1985). Cable roof structures. Cambridge University Press, London, England.
3.
Carrier, W. D. (1973). “Nature of lunar soil.” J. Soil Mech. and Found. Div., ASCE, 99(10), 813–832.
4.
Carrier, W. D. (1973). “Behavior of returned lunar soil in vacuum.” J. Soil Mech. and Found. Div., ASCE, 99(11), 979–996.
5.
Das, B. M. (1983). Fundamentals of soil dynamics. Elsevier, New York, N.Y.
6.
Dimaggio, F. L., and Sandler, I. S. (1971). “Material model for granular soils.” J. Engrg. Mech. Div., ASCE, 935–950.
7.
Foundation engineering handbook. (1975). H. F. Winterkon and H. Fang, eds., Van Nostrand Reinhold Co., Inc., New York, N.Y.
8.
Lambe, T. W., and Whitman, R. V. (1968). Soil mechanics. John Wiley and Sons, Inc., New York, N.Y.
9.
Lysmer, J., and Waas, G. (1972). “Shear waves in plane infinite structures.” J. Engrg. Mech. Div., ASCE, 98(1), 85–105.
10.
McClintock, F., and Argon, A. (1966). Mechanical behavior of materials. Addison‐Wesley, Reading, Mass.
11.
Prakash, S. (1981). Soil dynamics. McGraw‐Hill Book Co., Inc., New York, N.Y.
12.
Richart, F. E., et al. (1970). Vibrations of soils and foundations. Prentice‐Hall, Inc., Englewood Cliffs, N.J.
13.
Stewart, J. (1989). “Extraterrestrial facilities engineering.” Encyclopedia of Physical Science and Technology; 1989 Year Book, Academic Press, Inc., New York, N.Y.
14.
Timoshenko, S., and Goodier, J. N. (1951). Theory of elasticity. McGraw‐Hill Book Co., Inc., New York, N.Y.
15.
Waas, G. (1972). “Linear two‐dimensional analysis of soil dynamics problems in semi‐infinite layer media,” thesis presented to the University of California, at Berkeley, Calif., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.

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Go to Journal of Aerospace Engineering
Journal of Aerospace Engineering
Volume 5Issue 2April 1992
Pages: 214 - 229

History

Published online: Apr 1, 1992
Published in print: Apr 1992

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Authors

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Mohammed M. Ettouney
Appl. Sci. Div., Weidlinger Assoc., 333 Seventh Ave., New York, NY 10001
Haym Benaroya, Members, ASCE
Dept. of Mech. and Aerosp. Engrg., Rutgers Univ., Piscataway, NJ 08855‐0909

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