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Virginia Polytechnic Institute

Resistance of a granular medium to normal impact of a rigid projectile

Abstract

dc:description.abstract

This dissertation is a study of vertical penetration of right-cylindrical projectiles into dry granular soil (Ottawa sand). Rigid projectiles were impacted into the soil at velocities less than 1000 ft/sec. Past theories for predicting penetration in soils have almost exclusively been based upon the impact velocity and the corresponding maximum penetration. In this research, the motion of the projectile during the penetration process was obtained by utilizing microwaves. The motion characteristics were obtained by "bouncing" microwave signals from the bottom of the projectile as it moved downward, and recording the information on an Ampex CP 100 magnetic tape recorder. It was found that penetration of the projectiles into the granular media could successfully be predicted by expressing the resisting forces on the projectile by -M dv/dt = Av² + Cz + D v > v<sub>c</sub> and by -M dv/dt = Bv + Cz + D 0 < v < v<sub>c</sub> where M = mass of projectile V = velocity of projectile at time t z = depth of penetration at time t A,B,C,D = constant coefficients. v<sub>c</sub> is a critical velocity at which the "flow'' of the soil changes from one regime to the other, and is believed to be related to the energy necessary for comminution of the sand particles. The static coefficients, C and D can be found from the strength properties of the soil (c, φ and y) or from a static penetration test. A linear relationship was found between the static resistance, C , and the dynamic resistance coefficient, B. The value of A is believed to be related to the comminution energy, and is not greatly affected by density changes in the sand. The stability of the projectile was found to be an important factor in the values of the penetration forces.

Degree

thesis:*
Name thesis:degree_name
Ph. D.
Level thesis:degree_level
doctoral
Discipline thesis:degree_discipline
Civil Engineering
Department dc:contributor.department
Civil Engineering
Grantor dc:publisher
Virginia Polytechnic Institute
Year dc:date.issued
1965

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Hakala, W. W.

Rights

dc:rights
Statement dc:rights
  • In Copyright
Language dc:language.iso
en

Identifiers

dc:identifier.*
Handle dc:identifier.uri
http://hdl.handle.net/10919/104347
OAI identifier oai:identifier
oai:vtechworks.lib.vt.edu:10919/104347

Chain of custody

source
Harvested from
Virginia Tech
Base URL
vtechworks.lib.vt.edu/oai/request
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
related terms
citation

Hakala, W. W.. Resistance of a granular medium to normal impact of a rigid projectile. doctoral thesis, Virginia Polytechnic Institute, 1965. http://hdl.handle.net/10919/104347