| The significance of critical height in the design of piled embankments PJ Naughton Soil improvement, 1-10, 2007 | 95 | 2007 |
| A new design procedure for piled embankments D Russell, PJ Naughton, G Kempton Proceedings of the 56th Canadian Geotechnical Conference and 2003 NAGS …, 2003 | 88 | 2003 |
| Comparison of analytical and numerical analysis design methods for piled embankments PJ Naughton, GT Kempton Contemporary Issues in Foundation Engineering, 1-10, 2005 | 66 | 2005 |
| Development of a new hollow cylinder apparatus for stress path measurements over a wide strain range BC O'Kelly, PJ Naughton Geotechnical Testing Journal 28 (4), 345-354, 2005 | 33 | 2005 |
| Study of the yielding of sand under generalized stress conditions using a versatile hollow cylinder torsional apparatus BC O’Kelly, PJ Naughton Mechanics of materials 41 (3), 187-198, 2009 | 29 | 2009 |
| On the interface shear resistance of a novel geogrid with in-plane drainage capability BC O’Kelly, PJ Naughton Geotextiles and Geomembranes 26 (4), 357-362, 2008 | 28 | 2008 |
| Stress non-uniformity in a hollow cylinder torsional sand specimen PJ Naughton, BC O'Kelly Geomechanics and Geoengineering: An International Journal 2 (2), 117-122, 2007 | 24 | 2007 |
| Construction of slopes using cohesive fills and a new innovative geosynthetic material GT Kempton, C Jones, RA Jewell, PJ Naughton Proceedings of EuroGeo 2, 825-828, 2000 | 24 | 2000 |
| Similitude conditions modeling geosynthetic-reinforced piled embankments using FEM and FDM techniques K Jennings, PJ Naughton International Scholarly Research Notices 2012, 2012 | 18 | 2012 |
| An experimental investigation of arching in piled embankments E Britton, P Naughton Proceedings of the 4th European Geosynthetics Congress EuroGeo 4, 106, 2008 | 18 | 2008 |
| The design of steep slopes constructed from cohesive fills and a geogrid PJ Naughton, RA Jewell, GT Kempton Landmarks in Earth reinforcement, IS Kyushu, Japan, 2001 | 16 | 2001 |
| An experimental study to determine the location of the critical height in piled embankments EJ Britton, PJ Naughton Proceedings of the 9th International Conference on Geosynthetics, Guaruja …, 2010 | 13 | 2010 |
| The anisotropy of Leighton Buzzard sand under general stress conditions PJ Naughton, BC O’Kelly Proceedings Third International Symposium on Deformation Characteristics of …, 2003 | 12 | 2003 |
| Development of a new hollow cylinder apparatus B O'Kelly, P Naughton Ground Engineering 36 (7), 26-28, 2003 | 12 | 2003 |
| The properties of polyethylene encased high tenacity polyester linear elements PJ Naughton, T Balderson Geosynthetics and Geosynthetic Engineered Structures, Contributions from the …, 2005 | 11 | 2005 |
| Design of reinforced slopes and walls with low-permeability fills using draining geogrids JP Giroud, PJ Naughton, P Rimoldi, M Scotto 10th International Conference on Geosynthetics, Berlin,, 2014 | 8 | 2014 |
| The arching phenomena observed in experimental trap door model tests EJ Britton, PJ Naughton Geo-Frontiers 2011: Advances in Geotechnical Engineering, 788-797, 2011 | 8 | 2011 |
| The long term performance of polymeric reinforced walls under static and Seismic conditions G Kempton, H Özçelik, P Naughton, N Mum, F Dundar Proceedings of 4th European conference on geosynthetics engineering (EuroGeo …, 2008 | 8 | 2008 |
| PILED EMBANKMENTS: PAST EXPERIENCE AND FUTURE PERSPECTIVES P Naughton, M Scotto, GK 3 | 8 | 2008 |
| Design of steep slopes using fine grained fills and novel multifunctional geocomposites J Clancy, PJ Naughton Proceedings of the fourth European conference of geosynthetics, Edinburgh …, 2008 | 8 | 2008 |
Brendan C. O'KellyTrinity College Dublin確認したメール アドレス: tcd.ie
