| Effects of nonplastic fines on the liquefaction resistance of sands CP Polito, JR Martin II Journal of geotechnical and geoenvironmental engineering 127 (5), 408-415, 2001 | 625 | 2001 |
| The effects of non-plastic and plastic fines on the liquefaction of sandy soils CP Polito Virginia Polytechnic Institute and State University, 1999 | 290 | 1999 |
| Pore pressure generation models for sands and silty soils subjected to cyclic loading CP Polito, RA Green, J Lee Journal of Geotechnical and Geoenvironmental Engineering 134 (10), 1490-1500, 2008 | 226 | 2008 |
| An energy-based excess pore pressure generation model for cohesionless soils RA Green, JK Mitchell, CP Polito Proceedings of the John Booker Memorial Symposium, Sidney Australia, AA …, 2000 | 204 | 2000 |
| Effect of load shape on relationship between dissipated energy and residual excess pore pressure generation in cyclic triaxial tests C Polito, RA Green, E Dillon, C Sohn Canadian Geotechnical Journal 50 (11), 1118-1128, 2013 | 97 | 2013 |
| A reconciliation of the effects of non-plastic fines on the liquefaction resistance of sands reported in the literature CP Polito, JR Martin Earthquake Spectra 19 (3), 635-651, 2003 | 62 | 2003 |
| Plasticity based liquefaction criteria C Polito University of Missouri--Rolla, 2001 | 55 | 2001 |
| Energy dissipation and pore pressure generation in stress-and strain-controlled cyclic triaxial tests CP Polito, HHM Moldenhauer Geotechnical Testing Journal 42 (4), 1083-1089, 2019 | 30 | 2019 |
| Threshold fines content and behavior of sands with nonplastic silts CP Polito, ELD Sibley Canadian Geotechnical Journal 57 (3), 462-465, 2020 | 17 | 2020 |
| A comparative study of the influence of fines on the liquefaction susceptibility of sands: Field versus laboratory RA Green, SM Olson, CP Polito Proc., 8th National Conf. on Earthquake Engineering, 2006 | 15 | 2006 |
| Lessons learned from an international service learning project C Polito, R Husfeld 2005 Annual Conference, 10.891. 1-10.891. 10, 2005 | 7 | 2005 |
| Sponsoring a FIRST robotics team D Tougaw, JD Will, P Weiss, C Polito ASEE IL/IN Section Conference, 4-5, 2003 | 6 | 2003 |
| Measuring pressures in the geotechnical centrifuge using tactile pressure pads SM Olson, Y Hashash, C Polito, C Phillips, M Muszynski 7th Annual NEES Centrifuge Research and Training Workshop Rensselaer …, 2011 | 5 | 2011 |
| Using Tactile Pressure Sensors to Measure Lateral Spreading Induced Earth Pressures Against a Large, Rigid Foundation SM Olson, MR Muszynski, C Polito, Y Hashash, C Phillips Missouri University of Science and Technology, 2010 | 5 | 2010 |
| Lessons implemented on an international service learning project R Husfeld, C Polito, E Gingerich 2006 Annual Conference & Exposition, 11.882. 1-11.882. 15, 2006 | 5 | 2006 |
| Insights on Threshold Fines Content ELD Sibley, CP Polito Geovirtual 2020 Resilience and Innovation Sep 14 16, 7, 2020 | 4 | 2020 |
| A framework for evaluating the effects of drained cyclic preshearing on the liquefaction resistance of Ottawa sand ELD Sibley, SM Olson, CP Polito Geotechnical Frontiers 2017, 131-140, 2017 | 4 | 2017 |
| Large-strain damping of sands: parameter effects O Doygun, HG Brandes, CP Polito Journal of Geotechnical and Geoenvironmental Engineering 147 (9), 04021083, 2021 | 3 | 2021 |
| Pore pressure generation and dissipated energy ratio in cohesionless soils CP Polito, HHM Moldenhauer Geotechnical Earthquake Engineering and Soil Dynamics V, 336-344, 2018 | 3 | 2018 |
| Constant-Volume Cyclic Testing to Determine Input Parameters for the GMP Pore Pressure Generation Model CP Polito Geotechnical Frontiers 2017, 71-79, 2017 | 2 | 2017 |
Russell A. GreenVirginia TechVerified email at vt.edu
