| Laboratory study on geosynthetic protection of buried steel-reinforced HDPE pipes from static loading R Corey, J Han, DK Khatri, RL Parsons Journal of Geotechnical and Geoenvironmental Engineering 140 (6), 04014019, 2014 | 74 | 2014 |
| Laboratory evaluation of installation of a steel-reinforced high-density polyethylene pipe in soil DK Khatri, J Han, R Corey, RL Parsons, JJ Brennan Tunnelling and Underground Space Technology 49, 199-207, 2015 | 31 | 2015 |
| Road surface permanent deformations with a shallowly buried steel-reinforced high-density polyethylene pipe under cyclic loading Z Cao, J Han, C Xu, DK Khatri, R Corey, Y Cai Geotextiles and Geomembranes 44 (1), 28-38, 2016 | 25 | 2016 |
| Laboratory evaluation of deformations of steel-reinforced high-density polyethylene pipes under static loads DK Khatri, J Han, RL Parsons, B Young, JJ Brennan, R Corey Journal of materials in civil engineering 25 (12), 1964-1969, 2013 | 23 | 2013 |
| Equivalent modulus of geogrid-stabilized granular base back-calculated using permanent deformation X Sun, J Han, R Corey Journal of Geotechnical and Geoenvironmental Engineering 143 (9), 06017012, 2017 | 22 | 2017 |
| Numerical modeling of installation of steel-reinforced high-density polyethylene pipes in soil F Wang, J Han, R Corey, RL Parsons, X Sun Journal of Geotechnical and Geoenvironmental Engineering 143 (11), 04017084, 2017 | 19 | 2017 |
| Back-calculation of resilient modulus and prediction of permanent deformation for fine-grained subgrade under cyclic loading X Sun, J Han, L Crippen, R Corey Journal of Materials in Civil Engineering 29 (5), 04016284, 2017 | 18 | 2017 |
| Performance of steel-reinforced high-density polyethylene pipes in soil during installation: a numerical study F Wang, J Han, RL Parsons, R Corey Acta Geotechnica 15, 963-974, 2020 | 9 | 2020 |
| Time-dependent field performance of steel-reinforced high-density polyethylene pipes in soil F Wang, J Han, DK Khatri, RL Parsons, R Corey Journal of Geotechnical and Geoenvironmental Engineering 146 (1), 04019122, 2020 | 7 | 2020 |
| Feasibility study on the use of geosynthetics to reinforce buried HDPE pipes subjected to localized ground subsidence M Zhou, F Wang, YJ Du, R Corey, MD Liu Transportation Geotechnics 22, 100303, 2020 | 6 | 2020 |
| Estimating maximum bending moment in high-density polyethylene pipes under traffic loading F Wang, D Dong, YJ Du, R Corey Journal of Pipeline Systems Engineering and Practice 12 (2), 04021001, 2021 | 5 | 2021 |
| Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies RA Corey University of Kansas, 2015 | 3 | 2015 |
| Establishing a design procedure for buried steel-reinforced high density polyethylene (SRHDPE) pipes. DK Khatri, J Han, R Corey, RL Parsons Kansas. Dept. of Transportation, 2013 | 3 | 2013 |
| Assessment of QC/QA Technologies for Evaluating Properties and Performance of Geosynthetics in Roadway Systems J Han, JK Thakur, R Corey, BR Christopher, D Khatri, B Acharya GeoCongress 2012: State of the Art and Practice in Geotechnical Engineering …, 2012 | 2 | 2012 |
| Geosynthetic Reinforcement to Protect Underground Pipes against Damage from Construction and Traffic J Han, R Corey, DK Khatri, RL Parsons Mid-America Transportation Center, 2016 | 1 | 2016 |
| Analysis of structurally restrained eccentrically loaded footings R Corey, J Han GeoFlorida 2010: Advances in Analysis, Modeling & Design, 1661-1669, 2010 | 1 | 2010 |
| Closure to “Laboratory Study on Geosynthetic Protection of Buried Steel-Reinforced HDPE Pipes from Static Loading” by Ryan Corey, Jie Han, Deep K. Khatri, and Robert L. Parsons R Corey, J Han, DK Khatri, RL Parsons Journal of Geotechnical and Geoenvironmental Engineering 141 (7), 07015012, 2015 | | 2015 |
| Numerical Analysis of Soil Stress Distribution under Restrained and Eccentrically Loaded Footings Considering Soil Strength R Corey, J Han Geo-Frontiers 2011: Advances in Geotechnical Engineering, 303-311, 2011 | | 2011 |
Jie HanRoy A. Roberts (University) Distinguished Professor, the University of KansasGeverifieerd e-mailadres voor ku.edu
