Calculation method for permanent deformation of unbound pavement materials L Korkiala-Tanttu VTT, 2009 | 82 | 2009 |
A new material model for permanent deformations in pavements L Korkiala-Tanttu Proceedings of the international conferences on the bearing capacity of …, 2005 | 68 | 2005 |
Relating full-scale pavement rutting to laboratory permanent deformation testing L Korkiala-Tanttu, A Dawson International Journal of Pavement Engineering 8 (1), 19-28, 2007 | 43 | 2007 |
Assessment for sustainable use of quarry fines as pavement construction materials: Part II-stabilization and characterization of quarry fine materials Y Zhang, LK Korkiala-Tanttu, M Borén Materials 12 (15), 2450, 2019 | 37 | 2019 |
Calculating rutting of some thin flexible pavements from repeated load triaxial test data Y Qiao, A Dawson, A Huvstig, L Korkiala-Tanttu International Journal of Pavement Engineering 16 (6), 467-476, 2015 | 37 | 2015 |
Effect of the spring and overload on the rutting of a low-volume road: HVS-Nordic-research L Korkiala-Tanttu, R Laaksonen, J Törnqvist Tiehallinnon selvityksiä, 2003 | 34 | 2003 |
1-D compressibility behaviour of cement-lime stabilized soft clays D Wang, L Korkiala-Tanttu European Journal of Environmental and Civil Engineering 24 (7), 1013-1031, 2020 | 32 | 2020 |
Effect of destructuration on the compressibility of Perniö clay in incremental loading oedometer tests I Mataic, D Wang, L Korkiala-Tanttu International Journal of Geomechanics 16 (1), 04015016, 2016 | 31 | 2016 |
Verification of rutting calculation for unbound road materials L Korkiala-Tanttu Proceedings of the institution of civil engineers-transport 162 (2), 107-114, 2009 | 28 | 2009 |
On the normalized behavior of naturally and artificially structured clays D Wang, L Korkiala-Tanttu Engineering geology 214, 20-28, 2016 | 25 | 2016 |
Modelling of fall-cone tests with strain-rate effects QA Tran, W Solowski, M Karstunen, L Korkiala-Tanttu Procedia Engineering 175, 293-301, 2017 | 23 | 2017 |
Assessment for sustainable use of quarry fines as pavement construction materials: Part I—Description of basic quarry fine properties Y Zhang, LK Korkiala-Tanttu, H Gustavsson, A Miksic Materials 12 (8), 1209, 2019 | 22 | 2019 |
Geosynthetics in pavement reinforcement applications SW Perkins, BR Christopher, N Thom, G Montestruque, L Korkiala-Tanttu, ... Proceedings of 9th International Conference on Geosynthetics 1, 165-192, 2010 | 22 | 2010 |
Shear resistance of bentonite backfill materials and their interfaces under varying hydraulic conditions in a deep rock nuclear waste repository G Sinnathamby, L Korkiala-Tanttu, LT Salvador Applied Clay Science 104, 211-220, 2015 | 21 | 2015 |
Investigations into stabilized waste foundry sand for applications in pavement structures Y Zhang, T Sappinen, L Korkiala-Tanttu, M Vilenius, E Juuti Resources, Conservation and Recycling 170, 105585, 2021 | 20 | 2021 |
Interface shear behaviour of tunnel backfill materials in a deep-rock nuclear waste repository in Finland G Sinnathamby, L Korkiala-Tanttu, JG Forés Soils and Foundations 54 (4), 777-788, 2014 | 17 | 2014 |
Investigation of the adhesion and debonding behaviors of rubber asphalt and aggregates using molecular dynamics simulation F Guo, J Pei, G Huang, J Zhang, AC Falchetto, L Korkiala-Tanttu Construction and Building Materials 371, 130781, 2023 | 16 | 2023 |
Bentomap. Survey of bentonite and tunnel backfill knowledge. State-of-the-art E Rautioaho, L Korkiala-Tanttu VTT Technical Research Centre of Finland, 2009 | 16 | 2009 |
Mass stabilization as a ground improvement method for soft peaty F Juha, KT Leena, P Pyry Peat; InTechOpen: London, UK, 107-139, 2018 | 15 | 2018 |
Deposition tunnel backfill design for a KBS-3V repository J Hansen, L Korkiala-Tanttu, E Keski-Kuha, P Keto Posiva Working Report 129, 90, 2009 | 15 | 2009 |