| A density-and stress-dependent elasto-plastic model for sands subjected to monotonic undrained torsional shear loading G Chiaro, J Koseki, LIN De Silva | 26 | 2013 |
| Stress–dilatancy relationships of sand in the simulation of volumetric behavior during cyclic torsional shear loadings LIN De Silva, J Koseki, S Wahyudi, T Sato Soils and Foundations 54 (4), 845-858, 2014 | 24 | 2014 |
| Deformation characteristics of sand subjected to cyclic drained and undrained torsional loadings and their modelling LIN De Silva 東京大学, 2008 | 18 | 2008 |
| Effects of different pluviation techniques on deformation property of hollow cylinder sand specimens LIN De Silva, J Koseki, T Sato Geomechanics and Geotechnics of Particulate Media, 29-32, 2017 | 17 | 2017 |
| Numerical modelling of the behaviour of model shallow foundations on geocell reinforced sand C Sanjei, LIN De Silva 2016 Moratuwa Engineering Research Conference (MERCon), 216-221, 2016 | 13 | 2016 |
| A stress–strain description of saturated sand under undrained cyclic torsional shear loading LIN De Silva, J Koseki, G Chiaro, T Sato Soils and Foundations 55 (3), 559-574, 2015 | 13 | 2015 |
| Extremely large post-liquefaction deformations of saturated sand under cyclic torsional shear loading G Chiaro, T Kiyota, LIN De Silva, T Sato, J Koseki | 11 | 2009 |
| Modeling the effects of static shear on the undrained cyclic torsional simple shear behavior of liquefiable sand G Chiaro, LIN De Silva, J Koseki | 9 | 2017 |
| Small strain deformation characteristics of granular materials in torsional shear and triaxial tests with local deformation measurements T Kiyota, LIN De Silva, T Sato, J Koseki Soil Stress-Strain Behavior: Measurement, Modeling and Analysis: A …, 2007 | 8 | 2007 |
| The effect of lateral confinement on the settlement characteristics of shallow foundations on sand MP Amarasinghe, LIN De Silva, C Gallage Geomate Journal 15 (51), 258-265, 2018 | 7 | 2018 |
| High capacity hollow cylinder apparatus with local strain measurements LIN De Silva, J Koseki, T Sato, L Wang Geomechanics II: Testing, Modeling, and Simulation, 16-28, 2005 | 7 | 2005 |
| Locally measured quasi-elastic deformation properties of geomaterials under torsional shear and triaxial loadings LIN De Silva Master’s degree Dissertation, The University of Tokyo, 2004 | 7 | 2004 |
| An elasto-plastic model for liquefiable sands subjected to torsional shear loadings G Chiaro, J Koseki, LIN De Silva Constitutive Modeling of Geomaterials: Advances and New Applications, 519-526, 2013 | 6 | 2013 |
| Stress-dilatancy behavior of loose sand during drained cyclic torsional shear loading S Wahyudi, G Chiaro, LIN De Silva, J Koseki | 6 | 2010 |
| Kiyota., T. and Koseki, J.(2011):“An elasto-plastic model to describe the undrained cyclic behavior of saturated sand with initial static shear” G Chiaro, LIN De Silva Proc. 5th International Symposium on Deformation Characteristics of …, 0 | 5 | |
| Development of an earth pressure cell to evaluate the total and effective stresses of soil A Bandara, LIN De Silva, YWR Amarasinghe 2018 Moratuwa Engineering Research Conference (MERCon), 527-532, 2018 | 4 | 2018 |
| Modelling of sand behavior in drained cyclic shear LIN De Silva, J Koseki 2nd International Conference on Transportation Geotechnics (ICTG …, 2012 | 4 | 2012 |
| Small strain stiffness of Toyoura sand obtained from various techniques in IIS RI Wicaksono, LIN De Silva, S Mulmi, T Enomoto, T Kiyota, Y Tsutsumi, ... Seisan Kenkyu 60 (6), 561-564, 2008 | 4 | 2008 |
| Analysis of stability enhancement of soldier pile retaining wall G Athmarajah, LIN De Silva 2019 Moratuwa Engineering Research Conference (MERCon), 644-650, 2019 | 3 | 2019 |
| An elasto-plastic model to describe the undrained cyclic behavior of saturated sand with initial static shear G Chiaro, LIN De Silva, T Kiyota, J Koseki Deformation Characteristics of Geomaterials, 1026-1033, 2011 | 3 | 2011 |
Gabriele ChiaroAssociate Professor of Geotechnical Engineering, University of CanterburyVerified email at canterbury.ac.nz
