• Thomas Manns Vej 23

    9220 Aalborg Ø

    Denmark

Research Output 2010 2019

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Journal article
2018

MMOPP kan ikke dimensionere fremtidige klimaløsninger

Muttuvelu, D. V., Nielsen, S. D. & Nielsen, B. N., 15 Nov 2018, In : Trafik & Veje. 95, 10, p. 62-65

Research output: Contribution to journalJournal articleResearchpeer-review

Open Access
2017
2 Citations (Scopus)

Bucket Foundation Model Testing under Tensile Axial Loading

Vaitkunaite, E., Ibsen, L. B. & Nielsen, B. N., 2017, In : Canadian Geotechnical Journal. 54, 5, p. 720-728 122708187.

Research output: Contribution to journalJournal articleResearchpeer-review

5 Citations (Scopus)

Response of cyclic-loaded bucket foundations in saturated dense sand

Nielsen, S. D., Ibsen, L. B. & Nielsen, B. N., 2017, In : Journal of Geotechnical and Geoenvironmental Engineering. 143, 11, 11 p., 04017086.

Research output: Contribution to journalJournal articleResearchpeer-review

Sand
sand
cyclic loading
Cyclic loads
diagram
3 Citations (Scopus)

Transiently Loaded Bucket Foundations in Saturated Dense Sand - Demonstration of the Boot Effect

Nielsen, S. D., Ibsen, L. B. & Nielsen, B. N., 2017, In : Geotechnical Testing Journal. 40, 6, 14 p.

Research output: Contribution to journalJournal articleResearchpeer-review

Demonstrations
Sand
bearing capacity
sand
Bearing capacity
2016
4 Citations (Scopus)

Advanced Laboratory Setup for Testing Offshore Foundations

Nielsen, S. D., Ibsen, L. B. & Nielsen, B. N., 2016, In : Geotechnical Testing Journal. 39, 4, p. 543-556 14 p., GTJ20150135.

Research output: Contribution to journalJournal articleResearchpeer-review

porewater
Testing
cavitation
cyclic loading
Bearing capacity
2 Citations (Scopus)

Bucket Foundation Response Under Various Displacement Rates

Vaitkunaite, E., Nielsen, B. N. & Ibsen, L. B., 2016, In : International Journal of Offshore and Polar Engineering. 26, 2, p. 116-124 9 p.

Research output: Contribution to journalJournal articleResearchpeer-review

Sand
Pore pressure
Drainage
Numerical models
Calibration
1 Citation (Scopus)
246 Downloads (Pure)

Earth Pressure at rest of Søvind Marl – a highly overconsolidated Eocene clay

Grønbech, G. L., Ibsen, L. B. & Nielsen, B. N., 2016, In : Engineering Geology. 200, January, p. 66-74 9 p.

Research output: Contribution to journalJournal articleResearchpeer-review

Open Access
File
earth pressure
marl
Clay
Eocene
Earth (planet)
5 Citations (Scopus)

Interpretation of Cone Penetration Testing in Silty Soils Conducted under Partially Drained Conditions

Holmsgaard, R., Nielsen, B. N. & Ibsen, L. B., 2016, In : Journal of Geotechnical and Geoenvironmental Engineering. 142, 1, 10 p., 04015064.

Research output: Contribution to journalJournal articleResearchpeer-review

silty soil
Cones
penetration
Soils
Clay

Interpretation of Seismic Cone Penetration Testing in Silty Soil

Holmsgaard, R., Ibsen, L. B. & Nielsen, B. N., 2016, In : Electronic Journal of Geotechnical Engineering. 21, 15, p. 4759-4779

Research output: Contribution to journalJournal articleResearchpeer-review

Open Access
silty soil
Shear waves
Cones
penetration
wave velocity
2015
5 Citations (Scopus)
8 Downloads (Pure)

Geotechnical properties of Søvind Marl: a plastic Eocene clay

Grønbech, G. L., Nielsen, B. N., Ibsen, L. B. & Stockmarr, P., 2015, In : Canadian Geotechnical Journal. 52, 4, p. 469-478 10 p.

Research output: Contribution to journalJournal articleResearchpeer-review

geotechnical property
marl
Clay
Eocene
plastic
2 Citations (Scopus)

Preconsolidation of Søvind Marl - a highly fissured Eocene clay

Grønbech, G. L., Ibsen, L. B. & Nielsen, B. N., 2015, In : Geotechnical Testing Journal. 38, 4, p. 501-510 10 p.

Research output: Contribution to journalJournal articleResearchpeer-review

marl
oedometer test
Clay
Eocene
clay