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Benjaminn Nordahl Nielsen
Benjaminn Nordahl Nielsen
Associate Professor
Verified email at civil.aau.dk
Title
Cited by
Cited by
Year
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
282017
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
222011
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
182016
Bucket foundation model testing under tensile axial loading
E Vaitkune, LB Ibsen, BN Nielsen
Canadian Geotechnical Journal 54 (5), 720-728, 2017
152017
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
132016
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
122015
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
122015
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
112014
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
112013
Preconsolidation of Søvind Marl—a highly fissured Eocene clay
GL Grønbech, LB Ibsen, BN Nielsen
Geotechnical Testing Journal 38 (4), 501-510, 2015
102015
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
92012
Earth pressure at rest of Søvind Marl—a highly overconsolidated Eocene clay
GL Grønbech, LB Ibsen, BN Nielsen
Engineering Geology 200, 66-74, 2016
82016
Interpretation of seismic cone penetration testing in silty soil
R Holmsgaard, LB Ibsen, BN Nielsen
Electronic Journal of Geotechnical Engineering, EJGE 21, 4759-4479, 2016
72016
Comparison of foundation systems for wave energy converters Wavestar
E Vaitkunaite, LB Ibsen, BN Nielsen, SD Molina
European Wave and Tidal Energy Conference, 2013
72013
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
72010
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
72010
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
62019
Effect of drainage conditions on cone penetration testing in silty soils
R Poulsen, BN Nielsen, LB Ibsen
Proc. 64th Canadian Geotechnical Conference and 14th Pan-American Conference …, 2011
62011
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
52017
Advanced laboratory setup for testing offshore foundations
S Nielsen, L Ibsen, B Nielsen
Geotechnical Testing Journal 39 (4), 543-556, 2016
52016
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