| Response of cyclic-loaded bucket foundations in saturated dense sand SD Nielsen, LB Ibsen, BN Nielsen Journal of Geotechnical and Geoenvironmental Engineering 143 (11), 04017086, 2017 | 30 | 2017 |
| Comparison of liquid limit of highly plastic clay by means of Casagrande and Fall Cone Apparatus GL Grønbech, BN Nielsen, LB Ibsen Age (mil. Years) 40, 46-53, 2011 | 23 | 2011 |
| Interpretation of cone penetration testing in silty soils conducted under partially drained conditions R Holmsgaard, BN Nielsen, LB Ibsen Journal of Geotechnical and Geoenvironmental Engineering 142 (1), 04015064, 2016 | 18 | 2016 |
| Bucket foundation model testing under tensile axial loading E Vaitkune, LB Ibsen, BN Nielsen Canadian Geotechnical Journal 54 (5), 720-728, 2017 | 15 | 2017 |
| Dynamic behaviour of mono bucket foundations subjected to combined transient loading S Nielsen, L Ibsen, B Nielsen Frontiers in Offshore Geotechnics III 1, 313-318, 2015 | 15 | 2015 |
| Bucket foundation response under various displacement rates E Vaitkunaite, BN Nielsen, LB Ibsen International Journal of Offshore and Polar Engineering 26 (02), 116-124, 2016 | 13 | 2016 |
| Geotechnical properties of Søvind Marl—a plastic Eocene clay GL Grønbech, BN Nielsen, LB Ibsen, P Stockmarr Canadian Geotechnical Journal 52 (4), 469-478, 2015 | 12 | 2015 |
| New medium-scale laboratory testing of bucket foundation capacity in sand E Vaitkunaite, LB Ibsen, BN Nielsen ISOPE International Ocean and Polar Engineering Conference, ISOPE-I-14-233, 2014 | 11 | 2014 |
| Correlation between cone penetration rate and measured cone penetration parameters in silty soils R Poulsen, BN Nielsen, LB Ibsen Proceedings of the 18th International Conference on Soil Mechanics and …, 2013 | 11 | 2013 |
| Interpretation of seismic cone penetration testing in silty soil R Holmsgaard, LB Ibsen, BN Nielsen Electronic Journal of Geotechnical Engineering 21 (15), 4759-4779, 2016 | 9 | 2016 |
| Preconsolidation of Søvind Marl—A Highly Fissured Eocene Clay GL Grønbech, LB Ibsen, BN Nielsen Geotechnical Testing Journal 38 (4), 501-510, 2015 | 9 | 2015 |
| Difficulties regarding determination of plasticity index of silty soils by use of Casagrande and fall cone methods R Poulsen, LB Ibsen, BN Nielsen NGM 2012 Proceedings: Proceedings of the 16th Nordic Geotechnical Meeting …, 2012 | 9 | 2012 |
| Earth pressure at rest of Søvind Marl—a highly overconsolidated Eocene clay GL Grønbech, LB Ibsen, BN Nielsen Engineering geology 200, 66-74, 2016 | 8 | 2016 |
| Comparison of foundation systems for wave energy converters Wavestar E Vaitkunaite, LB Ibsen, BN Nielsen, SD Molina European Wave and Tidal Energy Conference, 2013 | 7 | 2013 |
| Finite element investigations on the interaction between a pile and swelling clay KL Kaufmann, BN Nielsen, AH Augustesen Department of Civil Engineering, Aalborg University, 2010 | 7 | 2010 |
| Comparison of plasticity index of Søvind marl found by use of Casagrande cup, fall cone apparatus and loss on ignition G Grønbech, BN Nielsen, LB Ibsen Department of Civil Engineering, Aalborg University, 2010 | 7 | 2010 |
| Influence of sample slenderness and boundary conditions in triaxial test-a review E Peri, LB Ibsen, BN Nielsen E3S Web of Conferences 92, 02009, 2019 | 6 | 2019 |
| Effect of drainage conditions on cone penetration testing in silty soils R Poulsen, BN Nielsen, LB Ibsen Proc. 14th Pan-Am CGS Geotechnical Conference 8, 2011 | 6 | 2011 |
| Transiently loaded bucket foundations in saturated dense sand-demonstration of the boot effect SD Nielsen, LB Ibsen, BN Nielsen Geotechnical Testing Journal 40 (6), 1101-1114, 2017 | 5 | 2017 |
| Advanced laboratory setup for testing offshore foundations S Nielsen, L Ibsen, B Nielsen Geotechnical Testing Journal 39 (4), 543-556, 2016 | 5 | 2016 |
Lars Bo IbsenProfessor Soil MechanicsVerified email at civil.aau.dk
