TECHNICAL PAPERS
Mar 1, 1991

Dynamic Load Transfer in Virgin and Damaged Granular Rock Media

Publication: Journal of Engineering Mechanics
Volume 117, Issue 3

Abstract

An experimental investigation is conducted to study dynamic load transfer in granular rock media. The granular rock media is modeled as a one‐dimensional chain of disks fabricated from four different types of white Vermont marble. The study focuses on the effect of microstructure on transient pulse propagation. The transient pulse is generated by exploding a small amount of lead azide charge on top of the rock disk assembly. During wave propagation dynamic contact strains are recorded using electrical resistance strain gages. The location of the strain gages is chosen such that the averaging effects are minimized. This information is used to calculate wave velocity and attenuation as a function of the cumulative damage in the disk assembly. The results indicate a considerable influence of the microstructure and prior loading history on the wave propagation process. A correlation exists between the stress wave velocity and the microstructure of the rock material. Also the wave velocity increases initially and then decreases with repeated explosive loading.

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References

1.
Deresiewicz, H. (1958). “Mechanics of granular media.” Adv. Appl. Mech.
2.
Drescher, A., and DeJosselin De Jong, G. (1972). “Photoelastic verification of a mechanical model for flow of granular material.” J. Mech. Phys. Solids, 20, 337–351.
3.
Gassman, S. (1951). “Elastic waves through a packing of spheres.” Geophysics, 16, 673–685.
4.
Holcomb, D. J., and Costin, L. S. (1986). “Detecting damage surfaces in brittle materials using ultrasonic acoustic emissions.” J. Appl. Mech., 53(3), 536–544.
5.
Hughes, D. S., and Cross, J. H. (1951). “Elastic wave velocities at high pressures and temperatures.” Geophysics, 16, 577–593.
6.
Hughes, D. S., and Kelley, J. L. (1951). “Variation of elastic wave velocity with saturation in sandstone.” Geophysics, 17, 739–752.
7.
Iida, K. (1939). “Velocity of elastic waves in sand.” Bull. Earthquake Res. Inst. Univ. Tokyo, Tokyo, Japan, 17, 783–807.
8.
Iida, K. (1949). “Velocity of elastic wave in granular substance.” Bull. Earthquake Res. Inst. Univ. Tokyo, Tokyo, Japan, 27, 11–16.
9.
Krajcinovic, D., and Fonseka, G. U. (1981). “The continuous damage theory of brittle materials.” J. Appl. Mech., 48(4), 809–815.
10.
Rossmanith, H. P., and Shukla, A. (1982). “Photoelastic investigations of dynamic load transfer in granular media.” Acta Mech., 42, 211–225.
11.
Shukla, A., and Damania, C. (1987). “Experimental investigations of wave velocity and dynamic contact stresses in an assembly of disks.” Exp. Mech., 27(3), 268–281.
12.
Shukla, A., and Zhu, C. Y. (1988). “Influence of the microstructure of the granular media on wave propagation and dynamic load transfer.” J. Wave Material Interaction, 3(3), 249–265.
13.
Tapponnier, P., and Brace, W. F. (1976). “Developments of stress induced microcracks in Westerly granite.” Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 13, 103.
14.
Wawersik, W. R., and Fairhurst, C. (1970). “A study of brittle rock fracture in laboratory compression experiments.” Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 7, 561.

Information & Authors

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 117Issue 3March 1991
Pages: 498 - 512

History

Published online: Mar 1, 1991
Published in print: Mar 1991

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Authors

Affiliations

V. Prakash
Grad. Student, Div. of Engrg., Brown Univ., Providence, RI 02912
A. Shukla
Prof., Dept. of Mech Engrg. and Appl. Mech., Univ. of Rhode Island, Kingston, RI 02881

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