| Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods WB Cheng, Y.M., Länsivaara, T. & Wei Computers and Geotechnics 34 (3), 137-150, 2007 | 797 | 2007 |
| An improved harmony search minimization algorithm using different slip surface generation methods for slope stability analysis YJ Cheng, Y.M., Li, L., Länsivaara, T., Chi, S.C. & Sun Engineering Optimization, 2, 2008 | 153* | 2008 |
| Correlations for undrained shear strength of Finnish soft clays M D’Ignazio, KK Phoon, SA Tan, TT Länsivaara Canadian Geotechnical Journal 53 (10), 1628-1645, 2016 | 119 | 2016 |
| Utilization relevance vector machine for slope reliability analysis P Samui, T Lansivaara, D Kim Applied Soft Computing 11 (5), 4036-4040, 2011 | 58 | 2011 |
| . Impact of convergence on slope stability analysis and design J Cheng, Y.M., Länsivaara, T. & Siu Computers and Geotechnics 35 (1), 105-113, 2008 | 41 | 2008 |
| Least square support vector machine applied to slope reliability analysis P Samui, T Lansivaara, MR Bhatt Geotechnical and Geological Engineering 31, 1329-1334, 2013 | 38 | 2013 |
| A study of the mechanical behavior of soft clay TT Länsivaara Department of Geotechnical Engineering, Norwegian University of Science and …, 1999 | 38 | 1999 |
| Full-scale embankment failure test under simulated train loading VJ Lehtonen, CL Meehan, TT Länsivaara, JN Mansikkamäki Géotechnique 65 (12), 961-974, 2015 | 33 | 2015 |
| Evaluation of sample quality from different sampling methods in Finnish soft sensitive clays B Di Buò, J Selänpää, TT Länsivaara, M D’Ignazio Canadian Geotechnical Journal 56 (8), 1154-1168, 2019 | 26 | 2019 |
| Failure in anisotropic sensitive clays: finite element study of Perniö failure test M D’Ignazio, TT Länsivaara, HP Jostad Canadian Geotechnical Journal 54 (7), 1013-1033, 2017 | 26 | 2017 |
| Preliminary results from a study aiming to improve ground investigation data B Di Buò, M D’ignazio, J Selänpää, T Länsivaara Proceedings of the 17th Nordic Geotechnical Meeting, 187-197, 2016 | 24 | 2016 |
| What is a characteristic value for soils? T Länsivaara, KK Phoon, J Ching Georisk: Assessment and Management of Risk for Engineered Systems and …, 2022 | 19 | 2022 |
| Use of internal and external variables and extremum principle in limit equilibrium formulations with application to bearing capacity and slope stability problems YM Cheng, T Lansivaara, R Baker, N Li Soils and foundations 53 (1), 130-143, 2013 | 19 | 2013 |
| Minimization of factor of safety using different slip surface generation methods and an improved harmony search minimization algorithm YM Cheng, L Li, T Lansivaara, SC Chi, YJ Sun Engineering Optimization 40 (2), 95-115, 2008 | 18 | 2008 |
| Painumalaskentamenetelmien käyttökelpoisuuden arviointi T Länsivaara Tielaitos, tiehallinto, 2000 | 16 | 2000 |
| Lime treatment of a soft sensitive clay: A sustainable reuse option M Di Sante, B Di Buò, E Fratalocchi, T Länsivaara Geosciences 10 (5), 182, 2020 | 15 | 2020 |
| Problems related to field vane testing in soft soil conditions and improved reliability of measurements using an innovative field vane device J Selänpää, B Di Buò, T Länsivaara, M D’Ignazio Landslides in Sensitive Clays: From Research to Implementation, 109-119, 2017 | 14 | 2017 |
| Yield stress evaluation of Finnish clays based on analytical piezocone penetration test (CPTu) models B Di Buò, M D’ignazio, J Selänpää, T Länsivaara, PW Mayne Canadian Geotechnical Journal 57 (11), 1623-1638, 2020 | 13 | 2020 |
| Evaluation of existing CPTu-based correlations for the deformation properties of Finnish soft clays B Di Buò, J Selänpää, T Länsivaara, M D’Ignazio Cone Penetration Testing 2018, 185-191, 2018 | 13 | 2018 |
| Estimation of preconsolidation stress of clays from piezocone by means of high-quality calibration data M D'Ignazio, T Lunne, KH Andersen, S Yang, B Di Buò, T Länsivaara | 12 | 2019 |
