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Civil & Environmental Engineering
Engineering Sustainable Infrastructure for the Future      
  •  
Mladen Vucetic, Ph.D.     
Professor
5750 Boelter Hall
Department of Civil and Environmental Engineering
University of California
Los Angeles, CA 90095-1593
vucetic@seas.ucla.edu
Phone: (310) 206-6260      Fax: (310) 206-2222
 
 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.

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UCLA Department of Civil and Environmental Engineering     5731/5732 Boelter Hall     405 Hilgard Avenue     Los Angeles, CA  90095-1593
Tel: (310) 825-1346     Fax: (310) 206-2222     E-mail: ceedept@cee.ucla.edu