Publications

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Nezhentseva, A., Andersen, L., Ibsen, L. B. & Sørensen, E. V. (2010). Material Composition of Bucket Foundation Transition Piece for Offshore Wind Turbines. In B. H. V. Topping, J. M. Adam, F. J. Pallares, R. Bru & M. L. Romero (Eds.), Proceedings of the Tenth International Conference on Computational Structures Technology Article 109 Civil-Comp Press.

Nezhentseva, A., Andersen, L., Ibsen, L. B. & Sørensen, E. V. (2010). Material Composition of Bucket Foundation Transition Piece for Offshore Wind Turbines. Abstract from The International Conference on Computational Structures Technology, Dubrovnik, Croatia.

Andersen, L. V., Burcharth, H. F. & Andersen, T. L. (2009). Analyses of Stability of Caisson Breakwaters on Rubble Foundation Exposed to Impulsive Loads. In J. Mckee Smith (Ed.), Coastal Engineering Proceedings (pp. 3606-3618). World Scientific. https://doi.org/10.9753/icce.v32.structures.46

Andersen, S. M. & Andersen, L. V. (2009). Analysis of Stress Updates in the Material-point Method. In L. Damkilde, L. Andersen, A. Schmidt Kristensen & E. Lund (Eds.), Proceedings of the Twenty Second Nordic Seminar on Computational Mechanics Aalborg Universitetsforlag. http://vbn.aau.dk/files/18643533/Analysis_of_Stress_Updates_in_the_Material-point_Method

Andersen, L., Andersen, L. D., Hornemann, B. C., Johansen, L. Ø., Lorentsen, A. & Steinø, N., (2009). Anbefalinger til organisering af uddannelserne, 24 p., Dec 01, 2009.

Andersen, L. & Clausen, J. (2009). Comments on "Flow rule effects in the Tresca model" by H.A. Taiebat and J.P. Carter [Computers and Geotechnics 35 (2008) 500-503]. Computers and Geotechnics, 36(5), 911-913. https://doi.org/10.1016/j.compgeo.2008.12.004

Andersen, L. V., Ibsen, L. B. & Liingaard, M. (2009). Lumped-parameter Model of a Bucket Foundation. In S. Pietruszczak, G. N. Pande, C. Tamagnini & R. Wan (Eds.), Proceedings of the 1st International Symposium on Computational Geomechanics IC2E International Center for Computational Engineering. https://www.researchgate.net/publication/242232133_Lumped-parameter_model_of_a_bucket_foundation

Andersen, L. V., Ibsen, L. B. & Liingaard, M. (2009). Lumped-parameter Model of a Bucket Foundation. In S. Pietruszczak, G. N. Pande, C. Tamagnini & R. Wan (Eds.), Proceedings of the 1st International Symposium on Computational Geomechanics (pp. 731-742). IC2E International Center for Computational Engineering.

Andersen, L., Ibsen, L. B. & Liingaard, M. A. (2009). Lumped-Parameter Model of a Bucket Foundation. In S. A. Nielsen (Ed.), Program Review, July 2009 - June 2010: Joint Research and Development: Innovative Foundation Solutions MBD Offshore Power A/S and Aalborg University.

Andersen, S. M. & Andersen, L. V. (2009). Material-Point-Method Analysis of Collapsing Slopes. In COMGEO I https://www.researchgate.net/publication/242463094_Material-point-method_analysis_of_collapsing_slopes

Andersen, S. M. & Andersen, L. V. (2009). MATERIAL-POINT-METHOD ANALYSIS OF COLLAPSING SLOPES. In COMGEO 1 (pp. 817-828) http://vbn.aau.dk/files/17949355/Material-Point-Method_Analysis_of_Collapsing_Slopes/

Andersen, L. V. & Augustesen, A. H. (2009). Mitigation of Traffic-Induced Ground Vibration by Inclined Wave Barriers : a Three-Dimensional Numerical Analysis. In The 16th International Congress on Sound and Vibration https://www.researchgate.net/publication/281790540_Mitigation_of_traffic-induced_ground_vibration_by_inclined_wave_barriers_-_A_three-dimensional_numerical_analysis

Andersen, L. V. & Augustesen, A. H. (2009). MITIGATION OF TRAFFIC-INDUCED GROUND VIBRATION BY INCLINED WAVE BARRIERS— A THREE-DIMENSIONAL NUMERICAL ANALYSIS. In The 16th International Congress on Sound and Vibration http://vbn.aau.dk/files/17955526/Mitigation_of_Traffic-Induced_Ground_Vibration_by_Inclined_Wave_Barriers

Andersen, L. V., Andersen, S. & Damkilde, L. (2009). Selective Integration in the Material-Point Method. In Proceedings of the Twenty Second Nordic Seminar on Computational Mechanics (pp. 125-128). Aalborg Universitet.

Andersen, L. V. & Hausgaard Lyngs, J. (2009). Shortcomings of the Winkler model in the Assessment of Sectioned Tunnels under Seismic Loading. In B. H. V. Topping, L. F. Costa Neves & R. C. Barros (Eds.), Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing Civil-Comp Press.

Andersen, L. V. & Hausgaard Lyngs, J. (2009). Shortcomings of the Winkler Model in the Assessment of Sectioned Tunnels under Seismic Loading. Aalborg Universitet. http://vbn.aau.dk/files/17748676/Shortcomings_of_the_Winkler_Model_in_the_Assessment_of_Sectioned_Tunnels_under_Seismic_Loading

Andersen, L. V. & Hausgaard Lyngs, J. (2009). Shortcomings of the Winkler Model in the Assessment of Sectioned Tunnels under Seismic Loading. In B. H. V. Topping, L. F. Cosat Neves & R. C. Barros (Eds.), Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing Civil-Comp Press. http://www.forskningsdatabasen.dk/en/catalog/2389385326

Andersen, L. (2009). Soil Damping at Walney 2 Offshore Wind Farm. Department of Civil Engineering, Aalborg University. DCE Contract Reports No. 69

Augustesen, A. H., Brødbæk, K. T., Møller, M., Sørensen, S. P. H., Ibsen, L. B., Pedersen, T. S. & Andersen, L. V. (2009). Numerical Modelling of Large-Diameter Steel Piles at Horns Rev. In The Twelfth International Conference on Civil, Structural and Environmental Engineering Computing https://www.researchgate.net/publication/269153262_Numerical_Modelling_of_Large-Diameter_Steel_Piles_at_Horns_Rev

Augustesen, A. H., Brødbæk, K. T., Møller, M., Sørensen, S. P. H., Ibsen, L. B., Pedersen, T. S. & Andersen, L. V. (2009). Numerical Modelling of Large-Diameter Steel Piles at Horns Rev. In B. H. V. Topping, L. F. Costa Neves & R. C. Barros (Eds.), Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing Article 239 Civil-Comp Press. http://vbn.aau.dk/files/18737739/Numerical_Modelling_of_Large-Diameter_Steel_Piles_at_Horns_Rev

Clausen, J. (2009). 3rd Semester and Master's Thesis Ideas: M.Sc. in Civil and Structural Engineering. Department of Civil Engineering, Aalborg University. DCE Latest News No. 9

Clausen, J. C. S., Andersen, L. V. & Damkilde, L. (2009). An Efficient Formulation of the Elasto-plastic Constitutive Matrix on Yield Surface Corners. In Proceedings of the Twenty Second Nordic Seminar on Computational Mechanics (pp. 135-138). Department of Civil Engineering, Aalborg University. https://www.semanticscholar.org/paper/An-Efficient-Formulation-of-the-Elasto-plastic-on-Clausen-Andersen/f7145da7b132dc4c7b819cb94887d814b681f126

Clausen, J. C. S., Andersen, L. V. & Damkilde, L. (2009). Three-Dimensional Elasto-Plastic Calculations Using Yield Surfaces with Corner Discontinuities. In E. Onate, D. R. J. Owen & B. Suarez (Eds.), Computational Plasticity X : Fundamentals and Applications : Barcelona, Spain, 2-4 September 2009 International Center for Numerical Methods in Engineering. https://www.researchgate.net/publication/289621123_Three-dimensional_elasto-plastic_calculations_using_yield_surfaceswith_corner_discontinuities

Damkilde, L., Andersen, L., Kristensen, A. S. & Lund, E. (Eds.) (2009). Proceedings of the Twenty Second Nordic Seminar on Computational Mechanics. Department of Civil Engineering, Aalborg University. DCE Technical Memorandum No. 11

Tarp-Johansen, N. J., Mørch, C., Andersen, L. V. & Christensen, E. D. (2009). Comparing Sources of Damping of Cross-Wind Motion. In European Offshore Wind 2009 : Conference & Exhibition The European Wind Energy Association.

Andersen, L. (2008). Earth Pressure on Tunnel Crown. Department of Civil Engineering, Aalborg University. DCE Contract Reports No. 46

Andersen, L. V., Ibsen, L. B. & Liingaard, M. (2008). Impedance of Bucket Foundations : Torsional, Horizontal and Rocking Motion. In M. Papadrakakis & B. H. V. Topping (Eds.), Proceedings of the Sixth International Conference on Engineering Computational Technology Article 189 Civil-Comp Press. https://doi.org/10.4203/ccp.89.189

Andersen, L. V., Ibsen, L. B. & Liingaard, M. A. (2008). Impedance of Bucket Foundations: Torsional, Horizontal and Rocking Motion. In M. Papadrakakis & B. H. V. Topping (Eds.), Proceedings of the Sixth International Conference on Engineering Computational Technology Article 189 Civil-Comp Press. https://doi.org/10.4203/ccp.89.189

Andersen, L. (2008). Material Modelling: Exercises and Solutions. Department of Civil Engineering, Aalborg University. DCE Lecture notes No. 19

Andersen, L. V., Frigaard, P. B. & Augustensen, A. H. (2008). Mitigation of Ground Vibration by Double Sheet-pile Walls. In Ö. Eren, A. Mohammed, A. Günyakti, E. Soyer & H. Bilsel (Eds.), Proceedings of the 8th International Congress on Advances in Civil Engineering, ACE 2008 (Vol. 2, pp. 247-254). Eastern Mediterranean University Press. http://www.forskningsdatabasen.dk/en/catalog/2389355868

Andersen, S. M. & Andersen, L. V. (2008). Modeling of Landslides with the Material Point Method. In 6th International Conference on Engineering Computational Technology (ECT 2008) (pp. 2529-2547). Civil-Comp Press.

Andersen, S. M. & Andersen, L. V. (2008). Modelling of Landslides with the Material-Point Method. In N. A. Wahl (Ed.), 28th Nordic Geological Winter Meeting (pp. 85) https://www.researchgate.net/publication/225449019_Modelling_of_landslides_with_the_material-point_method

Andersen, L. (Ed.) (2008). M.Sc. in Civil and Structural Engineering: 3rd Semester and Master's Thesis Ideas 2008. Department of Civil Engineering, Aalborg University. DCE Latest News No. 4

Augustesen, A. H. & Andersen, L. V. (2008). Assessment of Calculation Procedures for Piles in Clay Based on Static Loading Tests. In Ö. Eren, A. Mohammed, A. Günyakti, E. Soyer & H. Bilsel (Eds.), Proceedings of the 8th International Congress on Advances in Civil Engineering, ACE 2008 (pp. 343-350). Eastern Mediterranean University Press. http://vbn.aau.dk/files/14222447/Assessment_of_Calculation_Procedures_for_Piles_in_Clay_Based_on_Static_Loading_Tests_

Augustesen, A. & Andersen, L. (2008). 20051655 - Petronas, Capacity of Driven Piles Offshore Malaysia: Note c. Department of Civil Engineering, Aalborg University. DCE Contract Reports No. 39

Burcharth, H. F., Andersen, L. V. & Andersen, T. L. (2008). Determination of Critical Peak Wave Loadings for Overall Stability of Monolithic Structures Placed on Rock Rubble Mounds. In ICCE 2008 : Book of Abstracts http://www.forskningsdatabasen.dk/en/catalog/2389355946

Clausen, J., Jensen, H. M., Sørensen, K. D., Denier, J. (Ed.), Finn, M. (Ed.) & Mattner, T. (Ed.) (2008). Delamination of Compressed thin Layers at Corners.

Clausen, J., Jensen, H. M., Sørensen, K. D., Denier, J., Finn, M. & Mattner, T. (2008). Delamination of Compressed thin Layers at Corners. International Congress of Theoretical and Applied Mechanics.

Clausen, J., Krabbenhoft, K., Schrefler, B. A. (Ed.) & Perego, U. (Ed.) (2008). Existence and Uniqueness of Solutions in Nonassociated Mohr-coulomb Elastoplasticity. https://www.researchgate.net/publication/238706804_Existence_and_uniqueness_of_solutions_in_nonassociated_Mohr-Coulomb_elastoplasticity

Rasmussen, M. R. & Andersen, L. V. (2008). Aspects of Using CFD for Wind Comfort Modeling Around Tall Buildings. In Ö. Eren, A. Mohammed, A. Günyakti, E. Soyer & H. Bilsel (Eds.), Structural & Earthquake Engineering : Proceedings of the 8th International Congress on Advances in Civil Engineering, ACE 2008, Famagusta, North Cyprus, 15-17 September 2008 (Vol. 4, pp. 237-244). Eastern Mediterranean University Press. http://vbn.aau.dk/files/14964915/Aspects_of_Using_CFD_for_Wind_Comfort_Modeling_Around_Tall_Buildings

Sørensen, K. D., Jensen, H. M. & Clausen, J. C. S. (2008). Delamination of Compressed Thin Layers at Corners. International Journal of Solids and Structures, 45, 5867-5878.

Sørensen, K. D., Jensen, H. M. & Clausen, J. (2008). Delamination of Compressed Thin Layers at Corners. International Journal of Solids and Structures, 45(22-23), 5867-5878. https://doi.org/10.1016/j.ijsolstr.2008.07.004

Andersen, L., Augustesen, A., Andersen, T. L., Sørensen, C. S., Burcharth, H. F., Brorsen, M. & Ibsen, L. B. (2007). B9K - B10K projektforslag inden for Vand & Jord. Department of Civil Engineering, Aalborg University. DCE Latest News No. 3

Andersen, L. (2007). Do Lumped-Parameter Models Provide the Correct Geometrical Damping? Department of Civil Engineering, Aalborg University. DCE Technical Memorandum No. 5

Andersen, L. V. (2007). Do Lumped-Parameter Models Provide the Correct Geometrical Damping? In B. H. V. Topping (Ed.), Proceedings of the 15th UK Conference of the Association of Computational Mechanics in Engineering Civil-Comp Press. http://vbn.aau.dk/files/8174387/Do_Lumped-Parameter_Models_Provide_the_Correct_Geometrical_Damping_

Andersen, L. V. (2007). Do Lumped-Parameter Models Provide the Correct Geometrical Damping? In 15th UK Conference of the Association of Computational Mechanics in Engineering Civil-Comp Press.

Andersen, L. (2007). Effective Stresses in Soil and Rock and Consolidation in Three Dimensions. Department of Civil Engineering, Aalborg University. DCE Lecture notes No. 14

Andersen, L. & Augustesen, A. (2007). Fundamenter til Ny Horsens Stadion. Department of Civil Engineering, Aalborg University. DCE Contract Reports No. 26

Andersen, L. & Clausen, J. (2007). Impedance of Surface Footings on Layered Ground. Computers & Structures, 86(1-2), 72–87. https://doi.org/10.1016/j.compstruc.2007.05.030

Andersen, L. (2007). Lumped-Parameter Models for Windturbine Footings on Layered Ground. Department of Civil Engineering, Aalborg University. DCE Technical Memorandum No. 6

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Revised 13.11.2025

Lars Vabbersgaard Andersen