A field test for dynamic soil properties

  • G. L. Evans University of Canterbury, Christchurch, New Zealand

Abstract

The propogation velocity of waves through ground has been used for many years in the
seismic surveys for the detection of underlying strata. From a knowledge of the percussion (P) and shear (S) wave velocities in different materials, together with their bulk densities, it is possible to derive dynamic moduli and properties, such as the shear modulus (G) and poisson’s ratio (n), which are essential in
 the solution of problems relating to dynamic earth pressure, soil structure interaction and the dynamic analysis of foundation strata relating to earthquake engineering.

The principle involved in finding the wave velocities in ground materials is the same as used in finding velocities in any material. A simple wave form or pulse is generated at one point and the travel time to several other
 points is detected with suitable signal receivers.

References

Kobayashi, "Mechanism of Earthquake Damage to Embankments and Slopes" - 4th World Conference on Earthquake Engineering 1969.

Jaeger, J. C. "Elasticity, Fracture and Flow" - Methven and Co. 2nd Ed. 1962 .

Duke, C. M. "Techniques for Field Measurement of Shear Wave Velocities in Soils" - 4th World Conference on Earthquake Engineering 1969.

Chae, Y. S. "Material Constants of Soils a s determined from Dynamic Testing" - Proc. Int. Symp. Wave Propogation and Dynamic Properties of Earth Materials 1964.

Bullen, K. E. "An Introduction to the Theory of Seismology - p. 105 - Cambridge University Press 3rd ed. 1963.

Published
1971-06-30
How to Cite
Evans, G. L. (1971). A field test for dynamic soil properties. Bulletin of the New Zealand Society for Earthquake Engineering, 4(2), 176-204. https://doi.org/10.5459/bnzsee.4.2.176-204
Section
Articles