Landslide susceptibility hazard map in southwest Sweden using artificial neural network AA Shahri, J Spross, F Johansson, S Larsson Catena 183, 104225, 2019 | 162 | 2019 |
State of Practice Report–Execution, monitoring and quality control S Larsson Deep Mixing 5, 732-785, 2005 | 117 | 2005 |
On horizontal variability in lime-cement columns in deep mixing S Larsson, H Stille, L Olsson Géotechnique 55 (1), 33-44, 2005 | 104 | 2005 |
Mixing processes for ground improvement by deep mixing S Larsson Byggvetenskap, 2003 | 104 | 2003 |
Uniformity of lime-cement columns for deep mixing: a field study S Larsson, M Dahlström, B Nilsson Proceedings of the institution of civil engineers-ground improvement 9 (1), 1-15, 2005 | 86 | 2005 |
An artificial neural network based model to predict spatial soil type distribution using piezocone penetration test data (CPTu) A Ghaderi, A Abbaszadeh Shahri, S Larsson Bulletin of Engineering Geology and the Environment 78, 4579-4588, 2019 | 81 | 2019 |
A novel approach to uncertainty quantification in groundwater table modeling by automated predictive deep learning A Abbaszadeh Shahri, C Shan, S Larsson Natural Resources Research 31 (3), 1351-1373, 2022 | 78 | 2022 |
Effect of basalt fiber inclusion on the mechanical properties and microstructure of cement-solidified kaolinite D Wang, H Wang, S Larsson, M Benzerzour, W Maherzi, M Amar Construction and Building Materials 241, 118085, 2020 | 73 | 2020 |
Shear strength of partially bonded concrete–rock interfaces for application in dam stability analyses A Krounis, F Johansson, S Larsson Rock Mechanics and Rock Engineering 49 (7), 2711-2722, 2016 | 71 | 2016 |
Soil compaction by vibratory roller with variable frequency C Wersäll, I Nordfelt, S Larsson Géotechnique 67 (3), 272-278, 2017 | 63 | 2017 |
Bearing capacity and failure behaviors of floating stiffened deep cement mixing columns under axial load A Wonglert, P Jongpradist, P Jamsawang, S Larsson Soils and Foundations 58 (2), 446-461, 2018 | 61 | 2018 |
Finite element modelling of laterally loaded lime–cement columns using a damage plasticity model S Larsson, R Malm, B Charbit, A Ansell Computers and Geotechnics 44, 48-57, 2012 | 58 | 2012 |
Extended multivariate approach for uncertainty reduction in the assessment of undrained shear strength in clays R Müller, S Larsson, J Spross Canadian Geotechnical Journal 51 (3), 231-245, 2014 | 55 | 2014 |
Two-and three-dimensional analyses of excavation support with rows of dry deep mixing columns R Ignat, S Baker, S Larsson, S Liedberg Computers and Geotechnics 66, 16-30, 2015 | 45 | 2015 |
Strength variability in lime-cement columns based on cone penetration test data MS Al-Naqshabandy, N Bergman, S Larsson Proceedings of the Institution of Civil Engineers-Ground Improvement 165 (1 …, 2012 | 45 | 2012 |
A laboratory study on strength loss in kaolin surrounding lime–cement columns S Larsson, M Rothhämel, G Jacks Applied Clay Science 44 (1-2), 116-126, 2009 | 45 | 2009 |
Binder distribution in lime—cement columns S Larsson Proceedings of the Institution of Civil Engineers-Ground Improvement 5 (3 …, 2001 | 45 | 2001 |
Effects of spatial variation in cohesion over the concrete-rock interface on dam sliding stability A Krounis, F Johansson, S Larsson Journal of Rock Mechanics and Geotechnical Engineering 7 (6), 659-667, 2015 | 42 | 2015 |
Correlations of SPT, CPT and DPL data for sandy soil in Tanzania MI Lingwanda, S Larsson, DL Nyaoro Geotechnical and geological engineering 33, 1221-1233, 2015 | 41 | 2015 |
Evaluation of undrained shear strength of Swedish fine-grained sulphide soils B Westerberg, R Müller, S Larsson Engineering Geology 188, 77-87, 2015 | 40 | 2015 |