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 |
Behaviour of Dense Frederikshavn sand during cyclic Loading SK Nielsen, A Shajarati, KW Sørensen, LB Ibsen Department of Civil Engineering, Aalborg University, 2012 | 26 | 2012 |
Behaviour of cohesionless soils during cyclic loading A Shajarati, KW Sørensen, SK Nielsen, LB Ibsen Department of Civil Engineering, Aalborg University, 2012 | 24 | 2012 |
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 |
A preliminary study on bucket foundations under transient lateral loading A Foglia, LB Ibsen, SK Nielsen, L Mikalauskas The Twenty-third International Offshore and Polar Engineering Conference, 2013 | 13 | 2013 |
Undrained cyclic behaviour of dense frederikshavn sand SK Nielsen, LB Ibsen, KW Sørensen, A Shajarati The Twenty-third International Offshore and Polar Engineering Conference, 2013 | 13* | 2013 |
Transient monotonic and cyclic load effects on mono bucket foundations SD Nielsen Aalborg Universitetsforlag, 2016 | 11 | 2016 |
Finite element modeling of the tensile capacity of suction caissons in cohesionless soil SD Nielsen Applied Ocean Research 90, 101866, 2019 | 10 | 2019 |
Performance of a Mono Bucket Foundation-A Case Study at Dogger Bank SD Nielsen, LB Ibsen, SA Nielsen International Journal of Offshore and Polar Engineering 27 (03), 326-332, 2017 | 9 | 2017 |
Cyclic behaviour of undrained dense Aalborg University sand no. 1 A Troya, T Sabaliauskas, SD Nielsen, LB Ibsen Aalborg: DCE Technical Memorandum. Department of Civil Engineering, Aalborg …, 2014 | 8 | 2014 |
Observations during static and cyclic undrained loading of dense Aalborg University sand no. 1 T Sabaliauskas, AT Diaz, LB Ibsen, SD Nielsen Department of Civil Engineering, Aalborg University, 2014 | 7 | 2014 |
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 SD Nielsen, LB Ibsen, BN Nielsen Geotechnical Testing Journal 39 (4), 543-556, 2016 | 5 | 2016 |
Evaluation of preparation techniques of chalk samples for oedometer testing SD Nielsen, E Peri, BN Nielsen XVII European Conference on Soil Mechanics and Geotechnical Engineering, 242, 2019 | 2 | 2019 |
Numerical Assessment on Pile Stability in Liquefiable Soil AT MIKKELSEN, SD NIELSEN MSc thesis, Aalborg University, 2018 | 2 | 2018 |
Data report on Rørdal chalk SD Nielsen, E Peri, BN Nielsen Aalborg Universitet, Institut for Byggeri og Anlæg, 2018 | 2 | 2018 |
Consequences of slenderness and boundary conditions in triaxial testing on the reliability of design parameters E Peri, SD Nielsen, BN Nielsen, LB Ibsen 7th International Symposium on Geotechnical Safety and Risk, 370-375, 2019 | 1 | 2019 |
Finite Element Modelling of py curves for Monopiles in Liquefied Soil AT Mikkelsen, SD Nielsen, M Underlin Østergaard Proceedings of the Twenty-ninth (2019) International Offshore and Polar …, 2019 | 1 | 2019 |
Data report on Baskarp Sand No. 15: 2018 Delivery SD Nielsen, BN Nielsen Aalborg Universitet, Institut for Byggeri og Anlæg, 2018 | 1 | 2018 |
New interpretation for consolidation modulus on chalk E Peri, SD Nielsen, LB Ibsen, BN Nielsen XVII European Conference on Soil Mechanics and Geotechnical Engineering, 2019 | | 2019 |