Publications.27

 Selected Publications
Vucetic, M. and Dobry, R., (1991). “Effect
of Soil Plasticity on Cyclic Response,” ASCE Journal of Geotechnical
Engineering
, Vol. 117, No. 1, pp.89-107.

Vucetic, M., Tufenkjian, R.M., and Doroudian,
M., (1993). “Dynamic Centrifuge Testing of Soil Nailed Excavations,” ASTM
Geotechnical Testing Journal
, Vol.16, No. 2, pp. 172-187.

Vucetic, M., (1994). “Cyclic Threshold Shear
Strains in Soils,” ASCE Journal of Geotechnical Engineering, Vol.
120, No. 12, pp. 2208-2228.

Doroudian, M. and Vucetic, M., (1995). “A
Direct Simple Shear Device for Measuring Small-Strain Behavior,” ASTM
Geotechnical Testing Journal
, Vol. 18. No. 1, pp. 69-85.

Vucetic, M., Lanzo, G., and Doroudian, M.
(1998): Damping at Small Strains in Cyclic Simple Shear Test, ASCE
Journal of Geotechnical and Geoenvironmental Engineering
, Vol. 124,
No.7, pp.585-594.

Vucetic, M., Tufenkjian, R.M., Felio, G.Y.,
Barar, P. and Chapman, K.R. (1998) “Analysis of Soil-Nailed Excavations
Stability during the 1989 Loma Prieta earthquake,” USGS Professional
Paper 1552-D: The Loma Prieta, California, Earthquake of October 17,
1989 Perfomace of the Built Environment – Earth Structures and
Engineering Characterization of Ground Motion, pp. D27-D45.

Vucetic, M., Lanzo, G., and Doroudian, M.
(1998): “Effect of the Shape of Cyclic Loading on Damping Ratio at small
Strains,” Soils and Foundations, Vol 38, No. 1, pp. 111-120.

Lanzo, G. and Vucetic, M.(1999): “Effect of
Soil Plasticity on Damping Ratio at Small Cyclic Strains”, Soils and
Foundations
, Vol 39, No. 4, pp. 131-141.

Tufenkjian, R.M. and Vucetic, M. (2000):
“Dynamic Failure Mechanism of Soil-Nailed Excavation Models in
Centrifuge”, ASCE Journal of Geotechnical and Geoenvironmental
Engineering
, Vol. 126, No. 3, pp. 227-235.

Matesic, L. and Vucetic, M. (2003):
“Strain-rate Effects on Soil Secant Shear Modulus at Small Cyclic
Strains”, ASCE Journal of Geotechnical and Geoenvironmental
Engineering
, Vol. 129, No. 6, pp. 536-549.

Vucetic, M. and Tabata, K. (2003): “Influence
of Soil Type on the Effect of Strain Rate on Small-strain Cyclic Shear
Modulus”, Soils and Foundations, Vol. 43, No. 5, pp. 161-173.

Hsu, C-C. and Vucetic, M. (2004): “Volumetric
Threshold Shear Strain for Cyclic Settlement”, ASCE Journal of
Geotechnical and Geoenvironmental Engineering
, Vol. 130, No. 1, pp.
58-70.