C. Polito

发表

The Effects Of Non-Plastic and Plastic Fines On The Liquefaction Of Sandy Soils

C. Polito, Carmine Paul Polito, 1999 .

EFFECTS OF NONPLASTIC FINES ON THE LIQUEFACTION RESISTANCE OF SANDS

James R. Martin, C. Polito, Carmine P. Polito, 2001 .

Pore Pressure Generation Models for Sands and Silty Soils Subjected to Cyclic Loading

Russell A. Green, R. Green, C. Polito, 2008 .

A Reconciliation of the Effects of Non-Plastic Fines on the Liquefaction Resistance of Sands Reported in the Literature

James R. Martin, C. Polito, Carmine P. Polito, 2003 .

Effect of load shape on relationship between dissipated energy and residual excess pore pressure generation in cyclic triaxial tests

R. Green, C. Polito, C. Sohn, 2013 .

Regression Models for Validating Cyclic Triaxial Test Results

Carmine Polito, C. Polito, 2011 .

Large-Strain Damping of Sands: Parameter Effects

H. Brandes, C. Polito, O. Doygun, 2021 .

Energy Dissipation and Pore Pressure Generation in Stress- and Strain-Controlled Cyclic Triaxial Tests

C. Polito, H. H. M. Moldenhauer, 2018, Geotechnical Testing Journal.

Plasticity Based Liquefaction Criteria

C. Polito, Carmine Polito, 2001 .

Constant-Volume Cyclic Testing to Determine Input Parameters for the GMP Pore Pressure Generation Model

C. Polito, 2017 .