Mladen Vucetic
- Cyclic Characterization of Liquefiable Sands. In: Journal of Geotechnical Engineering (ASCE), v. 119, n. 11 (November 1993). (1993):
- Dynamic Failure Mechanism of Soil-Nailed Excavation Models in Centrifuge. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 126, n. 3 (March 2000). (2000):
- Degradation of Marine Clays under Cyclic Loading. In: Journal of Geotechnical Engineering (ASCE), v. 114, n. 2 (February 1988). (1988):
- Cyclic Threshold Shear Strains in Soils. In: Journal of Geotechnical Engineering (ASCE), v. 120, n. 12 (December 1994). (1994):
- A Pore Pressure Model for Cyclic Straining of Clay. In: Soils and Foundations, v. 32, n. 3 (September 1992). (1992):
- Effect of The Shape of Cyclic Loading on Damping Ratio at Small Strains. In: Soils and Foundations, v. 38, n. 1 (March 1998). (1998):
- Effect of Soil Plasticity on Damping Ratio at Small Cyclic Strains. In: Soils and Foundations, v. 39, n. 4 (August 1999). (1999):
- Influence of Soil Type on the Effect of Strain Rate on Small-Strain Cyclic Shear Modulus. In: Soils and Foundations, v. 43, n. 5 (October 2003). (2003):
- Effect of Soil Plasticity on Cyclic Response. In: Journal of Geotechnical Engineering (ASCE), v. 117, n. 1 (January 1991). (1991):
- Cyclic secant shear modulus versus pore water pressure in sands at small cyclic strains. In: Soil Dynamics and Earthquake Engineering, v. 70 (March 2015). (2015):