Publications

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Andersen, S. M. & Andersen, L. V. (2007). Material-Point Method Analysis of Bending in Elastic Beams. In B. H. V. Topping (Ed.), Proceedings of the Eleventh International Conference on Civil, Structural and Environmetal Engineering Computing Civil-Comp Press.

Andersen, S. M. & Andersen, L. (2007). Material-point Method Analysis of Bending in Elastic Beams. Department of Civil Engineering, Aalborg University. DCE Technical Memorandum No. 7

Andersen, S. M. & Andersen, L. V. (2007). Material-point Method Analysis of Bending in Elastic Beams. In B. H. V. Topping (Ed.), Proceedings of the Eleventh International Conference on Civil, Structural and Environmetal Engineering Computing Civil-Comp Press. http://vbn.aau.dk/files/10426042/Material-point_method_analysis_of_bending_in_elastic_beams

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

Nezhentseva, A., Andersen, L., Ibsen, L. B. & Sørensen, E. V. (2010). Material Composition of Bucket Foundation Transition Piece for Offshore Wind Turbines. 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.

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. & Liingaard, M. (2007). Lumped-Parameter Models for Wind-Turbine Footings on Layered Ground. In B. H. V. Topping (Ed.), Proceedings of the Eleventh International Conference on Civil, Structural and Environmetal Engineering Computing Civil-Comp Press.

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

Bucinskas, P. & Andersen, L. V. (2017). Lumped-Parameter Models for Structure-Soil Interaction of Multi-Span Railway Bridges. In J. Høgsberg & N. L. Pedersen (Eds.), Proceedings of NSCM 30: The 30th Nordic Seminar on Computational Mechanics (pp. 50-53). DTU Mechanical Engineering. http://3-files.conferencemanager.dk/medialibrary/DEF42602-16D9-4368-83C4-F77E83D08491/images/NSCM_proceedings_23102017.pdf

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, 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.

Tang, C., Franza, A., Xu, J. & Marshall, A. (2025). Load transfer mechanisms for capped and uncapped non-displacement piles above tunnels: a centrifuge modelling study. Geotechnique, 75(4), 550-562. https://doi.org/10.1680/jgeot.23.00201

Tafili, M., Albared, A., Prada-Sarmiento, L. F. & Wichtmann, T. (2023). Loading rate influence on high-cyclic loading of clays. Soil Dynamics and Earthquake Engineering, 173, Article 108103. https://doi.org/10.1016/j.soildyn.2023.108103

Franza, A., Acikgoz, S. & J. DeJong, M. (2018). Linear models for the evaluation of the response of beams and frames to tunneling. In A. S. Cardoso, J. L. Borges, P. A. Costa, A. T. Gomes, J. C. Marques & C. S. Vieira (Eds.), Numerical Methods in Geotechnical Engineering IX: Proceedings of the 9th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE 2018), June 25-27, 2018, Porto, Portugal (pp. 1275-1283). CRC Press. https://doi.org/10.1201/9780429446924

Andersen, L. (2006). Linear Elastodynamic Analysis. Department of Civil Engineering, Aalborg University. DCE Lecture notes No. 3

Thomassen, K., Ibsen, L. B. & Andersen, L. V. (2017). Laboratory Test Setup for Cyclic Axially Loaded Piles in Sand. Electronic Journal of Geotechnical Engineering, 22(3), 1089-1106. http://www.ejge.com/2017/Ppr2017.0089ma.pdf

Franza, A., Zheng, C., Marshall, A. M. & Jimenez, R. (2021). Investigation of soil–pile–structure interaction induced by vertical loads and tunnelling. Computers and Geotechnics, 139, Article 104386. https://doi.org/10.1016/j.compgeo.2021.104386

Klar, A., Franza, A., Zhou, M. & Huang, H. W. (2025). Introducing tunnel kinematic constraints into an elastic continuum formulation of tunnel-soil-pipeline interaction. Geotechnique, 75(13). https://doi.org/10.1680/jgeot.24.00023

Ruge, J. C., Molina-Gómez, F., Olarte, M. C., Camacho-Tauta, J., Reyes-Ortiz, O., Larrahondo, J. M., Vacca, H. A., Prada-Sarmiento, L. F., Ramos, A. M., Alvarado, Y., Reyes, F. J., Cabrera, M. A., Caicedo-Hormaza, B., Naranjo, J. S., Otálvaro, I. F., Gómez-Jiménez, A., Galvis, M. A., Carmona, J. E., García, C. A. ... Rojas, J. P. (2024). Inter-Laboratory Testing Program for the Physical Characterization of Guamo Sand. Ingenieria e Investigacion, 44(3), Article e113488. https://doi.org/10.15446/ing.investig.113488

Chavarro, A. F. P., Prada-Sarmiento, L. F. & Ramos-Cañón, A. M. (2021). Integrated Numerical Model to simulate the mass movements of the Mocoa event on March 31 (2017). Paper presented at 13th Landslides and Engineered Slopes. Experience, Theory and Practice, ISL, Virtual, Online, Colombia.

Madsen, S., Andersen, L. V. & Ibsen, L. B. (2011). Instability of Bucket Foundations during Installation. Poster session presented at EWEA OFFSHORE 2011, Amsterdam, Netherlands.

Madsen, S., Andersen, L. V. & Ibsen, L. B. (2012). Instability during Installation of Foundations for Offshore Structures. In NGM 2012 Proceedings: Proceedings of the 16th Nordic Geotechnical Meeting (Vol. 2, pp. 499-505). Dansk Geoteknisk Forening.

Yeh, F. H., Tafili, M., Prada-Sarmiento, L. F., Ge, L. & Wichtmann, T. (2023). Inspection of two sophisticated models for sand based on generalized plasticity: Monotonic loading and Monte Carlo analysis. International Journal for Numerical and Analytical Methods in Geomechanics, 47(3), 425-456. https://doi.org/10.1002/nag.3476

Alibrandi, U., Andersen, L. V. & Zio, E. (2022). Informational probabilistic sensitivity analysis and active learning surrogate modelling. Probabilistic Engineering Mechanics, 70, Article 103359. https://doi.org/10.1016/j.probengmech.2022.103359

Andersen, L. V., Kirkegaard, P. H., Dickow, K. A., Kiel, N. & Persson, K. (2012). Influence of Wall Surface and Air Modelling in Finite-Element Analysis of Sound Transmission Between Rooms in Lightweight Buildings. In Abstract Program: Inter-noise 2012 Institute of Noise Control Engineering of the USA, Inc.. http://www.internoise2012.com/index.shtml

Andersen, L. V., Kirkegaard, P. H., Dickow, K. A., Kiel, N. & Persson, K. (2012). Influence of Wall Surface and Air Modelling in Finite-Element Analysis of Sound Transmission Between Rooms in Lightweight Buildings. In Proceedings of the Internoise 2012/ASME NCAD meeting Institute of Noise Control Engineering of the USA, Inc.. http://www.internoise2012.com/index.shtml

Sørensen, K. K. (2006). Influence of Viscosity and Ageing on the Behaviour of Clays. University College London.

Persson, P., Frier, C., Pedersen, L., Andersen, L. V. & Manuel, L. (2019). Influence of uncertain parameters on modal properties of wood floors. In A. Zingoni (Ed.), Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019 (pp. 45-46). CRC Press. https://doi.org/10.1201/9780429426506

Sorensen, K. K., Baudet, B. A. & Simpson, B. (2007). Influence of structure on the time-dependent behaviour of a stiff sedimentary clay. Geotechnique, 57(1), 113-124. https://doi.org/10.1680/geot.2007.57.1.113

Sørensen, K. K., Baudet , B. & Simpson, B. (2007). Influence of structure on the time-dependent behaviour of a stiff sedimentary clay: Closure to discussion. Geotechnique, 57(9), 383-387.

Sørensen, K. K. & Rezei, M. (2019). Influence of structure on the compression behaviour of two very stiff fissured high plasticity Eocene clays. In 7th International Symposium on Deformation Characteristics of Geomaterials, IS-Glasgow 2019 (Vol. 92). Article 05003 EDP Sciences. https://doi.org/10.1051/e3sconf/20199205003

Andersen, L. V. (2013). Influence of Structural Periodicity on Vibration Transmission in a Multi-Storey Wooden Building. In COMPDYN 2013: 4th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (pp. 2158-2177). Institute of Structural Analysis and Antiseismic Reseach, National Technical University of Athens. https://doi.org/10.7712/120113.4657.C1445

Sorensen, K. K., Simpson, B. & Baudet, B. A. (2010). Influence of strain rate and acceleration on the behaviour of reconstituted clays at small strains. Geotechnique, 60(10), 751-763. https://doi.org/10.1680/geot.07.D.147

Lodahl, M. R. & Sørensen, K. K. (2015). Influence of Smectite Content on the One-Dimensional Deformation Behavior of Reconstituted High Plasticity Clay. Advances in Soil Mechanics and Geotechnical Engineering (ASMGE), 6, 1057-1064. https://doi.org/10.3233/978-1-61499-601-9-1057

Sørensen, K. K., Gadegaard, S. S. & Nielsen, J. K. (2015). Influence of Shearing Rate on Residual Strength of Clays. In V. A. Rinaldi, M. E. Zeballos & J. J. Clariá (Eds.), Deformation Characteristics of Geomaterials: Proceedings of 6th International Symposium on Deformation Characteristics of Geomaterials (Vol. 6, pp. 858-865). IOS Press. https://doi.org/10.3233/978-1-61499-601-9-858

Shakya, S., Schmüdderich, C., Machaček, J., Prada-Sarmiento, L. F. & Wichtmann, T. (2024). Influence of Sampling Methods on the Accuracy of Machine Learning Predictions Used for Strain-Dependent Slope Stability. Geosciences (Switzerland), 14(2), Article 44. https://doi.org/10.3390/geosciences14020044

Janusz, P. A., Sørensen, K. K., Clausen, O. R. & Andresen, K. J. (2021). Influence of sample conditions on shear wave velocity measurements in a sedimentary stiff clay. Marine Georesources & Geotechnology, 39(4), 448-458. https://doi.org/10.1080/1064119X.2020.1711833

D. Pedersen, B., Hoerlykke, T. & Sørensen, K. K. (2019). Influence of pre-augering on ground surface displacements around driven piles in clay. Paper presented at 17th European Conference on Soil Mechanics and Geotechnical Engineering (ECSMGE) , Reykjavik, Iceland. https://doi.org/10.32075/17ECSMGE-2019-0416

Bayat, M., Andersen, L. V., Ibsen, L. B. & Clausen, J. C. (2017). Influence of pore water in the seabed on dynamic response of offshore wind turbines on monopiles. Soil Dynamics and Earthquake Engineering, 100, 233-248. https://doi.org/10.1016/j.soildyn.2017.06.001

Yi, J.-H., Kim, S.-B., Yoon, G.-L. & Andersen, L. V. (2015). Influence of pile–soil interaction on the dynamic properties of offshore wind turbines supported by jacket foundations. In Proceedings of the Twenty-fifth (2015) International Ocean and Polar Engineering Conference (Vol. 1, pp. 285-288). International Society of Offshore & Polar Engineers.

Domadiya, P. G., Dickow, K. A., Andersen, L. & Sorokin, S. (2011). Influence of Periodic Stiffenning on Flanking Noise Transmission: numerical analysis based on various frame design of a lightweight panel structure. In Proceedings of the 40th International Congress and Exposition on Noise Control Engineering The Institute of Noise Control Engineering of Japan (NCE/J).

Domadiya, P. G., Dickow, K. A., Andersen, L. V. & Sorokin, S. (2011). Influence of Periodic Stiffenning on Flanking Noise Transmission: numerical analysis based on various frame design of a lightweight panel structure. In Congress Program and Abstracts inter-noise 2010: 40th international congress and exposition on noise control engineering "Sound Environment as a Global Issue" (pp. 169). The Institute of Noise Control Engineering of Japan (NCE/J).

Andersen, L. V., Frier, C., Pedersen, L. & Persson, P. (2020). Influence of furniture on the modal properties of wooden floors. In R. Barthorpe (Ed.), Model Validation and Uncertainty Quantification, Volume 3 - Proceedings of the 37th IMAC, A Conference and Exposition on Structural Dynamics 2019 (pp. 197-204). Springer. https://doi.org/10.1007/978-3-030-12075-7_22

Andersen, L. V., Prins, J. N., Persson, K. & Persson, P. (2016). Influence of foundation type and soil stratification on ground vibration - a parameter study. In W. Kropp, O. V. Estorff & B. Schulte-Fortkamp (Eds.), Proceedings of INTER-NOISE 2016: 45th International Congress and Exposition on Noise Control Engineering : Towards a Quieter Future (pp. 7613-7622). Deutsche Gesellschaft für Akustik, DEGA. http://pub.dega-akustik.de/IN2016/data/articles/000986.pdf

Andersen, L. V. (2014). Influence of dynamic soil-structure interaction on building response to ground vibration. In M. A. Hicks, R. B. J. Brinkgreve & A. Rohe (Eds.), Numerical Methods in Geotechnical Engineering: proceedings of the 8th european conference on numerical methods in geotechnical engineering, Delft, the Netherlands,18-20 June 2014 (Vol. 2, pp. 1087-1092). CRC Press. http://www.numge2014.org/

Andersen, L. V., Sørensen, J. D., Kim, S.-B., Yi, J.-H., Yoon, G.-L. & Manuel, L. (2015). Influence of Characteristic-Soil-Property-Estimation Approach on the Response of Monopiles for Offshore Wind Turbines. Journal of Ocean and Wind Energy, 2(3), 160-167. https://doi.org/10.17736/jowe.2015.jcr39

Domadiya, P. G., Andersen, L. V. & Sorokin, S. V. (2014). Infinte Periodic Structure of Lightweight Elements : Representation of Wave Propagation. In 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (pp. 2133-2144) https://doi.org/10.7712/120113.4655.C1411

Displaying results 201 to 250 out of 504

Revised 13.11.2025

Kenny Kataoka Sørensen