The vibratory punch problem for a viscoelastic half-space indented by a padded annular disk is investigated. By virtue of transform methods, the problem is formulated as a set of triple integral equations which are reducible to a Fredholm integral equation of the second kind. In the formulation, the response of a thin buffer which regularizes the load transfer to the semi-infinite solid is approximated via a plane stress-type solution. A set of numerical results is included to demonstrate the effect of padding characteristics on the dynamic system response. Apart from providing an interpretation tool for the nondestructive testing methods involving buffered annular loading systems, the present solution can be used as an effective approximation to the corresponding rigid-punch problem which has so far eluded a rigorous mathematical treatment.

1.
El-Shafee
,
O. M.
, and
Gould
,
P. L.
,
1980
, “
Dynamic Axisymmetric Soil Model for a Flexible Ring Footing
,”
Earthquake Eng. Struct. Dyn.
,
8
, pp.
479
498
.
2.
Tassoulas
,
J. L.
, and
Kausel
,
E.
,
1984
, “
On the Dynamic Stiffness of Circular Ring Footings on an Elastic Stratum
,”
Int. J. Num. Analy. Meth. Geomet.
,
8
, pp.
411
426
.
3.
Veletsos
,
A. S.
, and
Tang
,
Y.
,
1987
, “
Rocking Vibration of Rigid Ring Foundations
,”
J. Geotech. Eng.
,
113
, pp.
1019
1032
.
4.
Veletsos
,
A. S.
, and
Tang
,
Y.
,
1987
, “
Vertical Vibration of Ring Foundations
,”
Earthquake Eng. Struct. Dyn.
,
15
, pp.
1
21
.
5.
Rajapakse
,
R. K. N. D.
,
1989
, “
Dynamic Response of Elastic Plates on Viscoelastic Half-Space
,”
ASCE Journal of Engineering Mechanics
,
115
, pp.
1867
1881
.
6.
Noble
,
B.
,
1963
, “
The Solution of Bessel Function Dual Integral Equations by a Multiplying-Factor Method
,”
Proc. Cambridge Philos. Soc.
,
59
, pp.
351
362
.
7.
Bycroft
,
G. N.
,
1956
, “
Forced Vibrations of a Rigid Circular Footing on a Semi-Infinite Elastic Space and on an Elastic Stratum
,”
Philos. Trans. R. Soc. London, Ser. A
,
A248
, pp.
327
368
.
8.
Awojobi
,
A. O.
, and
Grootenhius
,
P.
,
1965
, “
Vibration of Rigid Bodies on Semi-Infinite Elastic Media
,”
Proc. R. Soc. London, Ser. A
,
A287
, pp.
27
63
.
9.
Luco
,
J. E.
, and
Westmann
,
R. A.
,
1971
, “
Dynamic Response of Circular Footings
,”
ASCE Journal of the Soil Mechanics and Foundation Division
,
97
, pp.
1381
1395
.
10.
Veletsos
,
A. S.
, and
Wei
,
Y. T.
,
1971
, “
Lateral and Rocking Vibration of Footings
,”
ASCE Journal of the Soil Mechanics and Foundation Division
,
97
, pp.
1227
1248
.
11.
Smith, R. E., and Lytton, R. L., 1984, “Synthesis Study of Nondestructive Testing Devices for use in Overlay Thickness Design of Flexible Pavement,” Technical Report RD-83/097, Federal Highway Administration, Washington, DC.
12.
Siekmeier, J. A., Young, D., and Beberg, D., 2000, “Comparison of the Dynamic Cone Penetrometer With Other Tests During Subgrade and Granular Base Characterization in Minnesota,” ASTM Special Technical Publication, Vol. 1375, pp. 175–188.
13.
Uzan, J., Lytton, R. L., and Germann, F. P., 1989, “General Procedure for Backcalculating Layer Moduli,” ASTM Special Technical Publication, Vol. 1026, pp. 217–228.
14.
Boddapati, K. M., and Nazarian, S., 1994, “Effects of Pavement-Falling Weight Deflectometer Interaction on Measured Pavement Response,” ASTM Special Technical Publication, Vol. 1198, pp. 326–340.
15.
Ewing, W. M., Jardetzky, W. S., and Press, F., 1957, Elastic Waves in Layered Media, McGraw-Hill, New York.
16.
Christensen, R. M., 1971, Theory of Viscoelasticity, Academic Press, San Diego, CA.
17.
Findley, W. N., Lai, J. S., and Onaran, K., 1989, Creep and Relaxation of Nonlinear Viscoelastic Materials, Dover, New York.
18.
Pak
,
R. Y. S.
,
1987
, “
Asymmetric Wave Propagation in a Half-Space by a Method of Potentials
,”
ASME J. Appl. Mech.
,
54
, pp.
121
126
.
19.
Muki, R., 1961, “Asymmetric Problems of the Theory of Elasticity for a Semi-Infinite Solid and a Thick Plate,” Vol. 1, Progress in Solid Mechanics, North-Holland, Amsterdam.
20.
Abramowitz, M., and Stegun, I. A., 1972, Handbook of Mathematical Functions, Dover, New York.
21.
Egorov, K. E., 1965, “Calculation of Bed for Foundation With Ring Footing,” Proceedings, 6th International Conference on Soil Mechanics ands Foundation Engineering, Vol. 2, pp. 41–45 (excerpted from Poulos, H. G. and Davis, E. H., 1974, Elastic Solutions for Soil and Rock Mechanics, John Wiley and Sons, New York).
You do not currently have access to this content.