Publications

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Franza, A. & J. DeJong, M. (2017). A simple method to evaluate the response of structures with continuous or separated footings to tunnelling–induced movements. In I. Arias, J. M. Blanco, S. Clain, P. Flores, P. Lourenço, J. J. Ródenas & M. Tur (Eds.), Congress on Numerical Methods in Engineering (pp. 919-931) http://congress.cimne.com/cmn2017/eng/Doc/Ebook_CMN2017.pdf

Franza, A., M. Marshall, A., Kamal Haji, T., Abdelatif, A. O., Carbonari, S. & Morici, M. (2017). A simplified elastic analysis of tunnel–piled structure interaction. Tunnelling and Underground Space Technology Journal, 61, 104-121. https://doi.org//10.1016/j.tust.2016.09.008

Sørensen, E. S., Clausen, J. C. & Damkilde, L. (2017). Comparison of numerical formulations for the modeling of tensile loaded suction buckets. Computers and Geotechnics, 83, 198-208. https://doi.org/10.1016/j.compgeo.2016.10.026

M. Marshall, A. & Franza, A. (2017). Discussion of “Observation of Ground Movement with Existing Pile Groups Due to Tunneling in Sand Using Centrifuge Modelling” by Ittichai Boonsiri and Jiro Takemura. Geotechnical and Geological Engineering, 35(1), 535–539. https://doi.org/10.1007/s10706-016-0083-x

Andersen, L. V., Peplow, A. & Bucinskas, P. (2017). Efficiency of Nearly Periodic Structures for Mitigation of Ground Vibration. In M. Papadrakakis & M. Fragiadakis (Eds.), COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: Compdyn 2017 Proceedings (pp. 537-558). Article C 18112 Computational Methods in Structural Dynamics & Earthquake Engineering.

Bucinskas, P. & Andersen, L. V. (2017). Excitation of Structures Near Railway Tracks-Analysis of the Wave Propagation Path. In M. Papadrakakis & M. Fragiadakis (Eds.), COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: Compdyn 2017 Proceedings (pp. 4702-4710). Article C 18128 Computational Methods in Structural Dynamics & Earthquake Engineering.

Simonsen, T. R. & Sørensen, K. K. (2017). Field measurements of pore-water pressure changes in a stiff fissured very high plasticity Palaeogene clay during excavation and pile driving: Mesures sur le terrain des changements de pression de l'eau interstitielle dans une argile Paléogène très rigide hautement plastique lors des traveaux de creusement et de battage de pieux. In Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering: ICMGE2017 (pp. 2865-2868). Article TC212 International Society for Soil Mechanics and Geotechnical Engineering. https://www.issmge.org/uploads/publications/1/45/06-technical-committee-18-tc212-43.pdf

Pedersen, L., Frier, C. & Andersen, L. V. (2017). Flooring-systems and their interaction with usage of the floor. In J. Caicedo & S. Pakzad (Eds.), Dynamics of Civil Structures - Proceedings of the 35th IMAC, A Conference and Exposition on Structural Dynamics 2017 (Vol. 2, pp. 205-211). Springer. https://www.springerprofessional.de/flooring-systems-and-their-interaction-with-usage-of-the-floor/12333834

Andersen, L. V. & Frier, C. (2017). Impact of Support Uncertainties on the Modal Properties of Flooring Systems. In J. Høgsberg & N. L. Pedersen (Eds.), Proceedings of NSCM 30: The 30th Nordic Seminar on Computational Mechanics (pp. 35-38). DTU Mechanical Engineering. http://3-files.conferencemanager.dk/medialibrary/DEF42602-16D9-4368-83C4-F77E83D08491/images/NSCM_proceedings_23102017.pdf

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

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

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. V. (2017). Modelling Considerations for Dynamic Soil-Structure Interaction of Offshore Wind Turbine Foundations. Abstract from International Conference on Geo-Energy and Geo-Environment, Hangzhou, China.

Simonsen, T. R., Sørensen, K. K. & Gadegaard, S. S. (2017). Permeability of a stiff fissured very high plasticity Palaeogene clay - direct and indirect measurement methods and scale effects: Perméabilité des argiles Paléogène fissurés et rigides de très haute plasticité - méthodes de mesure directes et indirectes et les effets d'échelle. In Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering: ICSGME 2017 (pp. 509-512). Article TC101 International Society for Soil Mechanics and Geotechnical Engineering. https://www.issmge.org/uploads/publications/1/45/06-technical-committee-01-tc101-54.pdf

Malmborg, J., Persson, K., Persson, P. & Andersen, L. V. (2017). Prediction Models of Free-Field Vibrations from Railway Traffic. In M. Papadrakakis & M. Fragiadakis (Eds.), COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: Compdyn 2017 Proceedings (pp. 4810-4820). Article C 18136 Computational Methods in Structural Dynamics & Earthquake Engineering.

Clausen, J. C. (Ed.) (2017). Third Semester and Master’s Thesis Ideas 2017: M.Sc. in Civil and Structural Engineering. Department of Civil Engineering, Aalborg University. DCE Latest News No. 53

Bucinskas, P., Sneideris, J., Agapii, L. & Andersen, L. V. (2017). Validation of a Numerical Model for Dynamic Three-Dimensional Railway Bridge Analysis by Comparison with a Small-Scale Laboratory Model. The International Journal of Railway Technology, 6(2), 61-85. https://doi.org/10.4203/ijrt.6.2.4

Hørlykke, T., Dedenroth , B. & Sørensen, K. K. (2016). A Case Study of Heave of Pile-Supported Structures Due to Pile Driving in Heavily Overconsolidated Very High Plasticity Palaeogene Clay. In Proceedings of 17th Nordic Geotechnical Meeting: NGM 2016 - Challenges in Nordic Geotechnics (pp. 951-960). The Icelandic Geotechnical Society. http://www.ngm2016.com/uploads/2/1/7/9/21790806/ngm2016-proceedings-v1b.pdf

Belinchon, P., Sørensen, K. K. & Christensen, R. (2016). A Case Study of the Interaction between a Pile and Soft Soil focusing on Negative Skin Friction using Finite Element Analysis. In Proceedings of 17th Nordic Geotechnical Meeting: NGM 2016 - Challenges in Nordic Geotechnics (pp. 513-522). The Icelandic Geotechnical Society. http://www.ngm2016.com/uploads/2/1/7/9/21790806/ngm2016-proceedings-v1b.pdf

Vahdatirad, M., Diaz, A. T., Nielsen, S., Ibsen, L. B., Andersen, L. V., Firouzianbandpey, S. & Griffiths, D. V. (2016). A load-displacement based approach to assess the bearing capacity and deformations of mono-bucket foundations. In A. Zingoni (Ed.), Insights and Innovations in Structural Engineering, Mechanics and Computation - Proceedings of the 6th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2016: proceedings of the sixth international conference on structural engineering, mechanics and computation, Cape Town, South Africa, 5-7 September 2016 (pp. 2105-2111). CRC Press.

Vahdatirad, M., Diaz, A. T., Nielsen, S., Ibsen, L. B., Andersen, L. V., Firouzianbandpey, S. & Griffiths, D. V. (2016). A load-displacement based approach to assess the bearing capacity and deformations of mono-bucket foundations. In A. Zingoni (Ed.), Insights and Innovations in Structural Engineering, Mechanics and Computation: proceedings of the sixth international conference on structural engineering, mechanics and computation, Cape Town, South Africa, 5-7 September 2016 (pp. 749-750). CRC Press.

Persson, P., Austrell, P.-E., Kirkegaard, P. H., Andersen, L. V. & Steffen, F. (2016). Analysis of wind-induced vibrations in high-rise buildings. In W. Kropp (Ed.), Proceedings of the 45th International Congress and Exposition on Noise Control Engineering -INTER-NOISE 2016: Towards a Quieter Future (pp. 7650-7661). German Acoustical Society (DEGA). http://pub.dega-akustik.de/IN2016/data/articles/000976.pdf

Thomassen, K., Andersen, L. V. & Ibsen, L. B. (2016). Axial cyclic loading tests on pile segments in sand. International Journal of Offshore and Polar Engineering, 26(4), 348-354. https://doi.org/10.17736/ijope.2016.cl01

Bayat, M., Andersen, L. V. & Ibsen, L. B. (2016). Axial Dynamic Stiffness of Tubular Piles in Viscoelastic Soil. Energies, 9(9), Article 734. https://doi.org/10.3390/en9090734

Franza, A. & M. Marshall, A. (2016). Centrifuge modelling of piled structure response to tunnelling. In L. THOREL, M. BLANC, A. BRETSCHNEIDER & S. ESCOFFIER (Eds.), Eurofuge 2016, 3rd European Conference on Physical Modelling in Geotechnics https://www.researchgate.net/publication/303818530_Centrifuge_modelling_of_piled_structure_response_to_tunnelling

Møller, O., Frederiksen, J. K., Augustesen, A. H., Leth, C. T., Okkels, N. & Sørensen, K. K. (2016). Design of piles – Danish practice. In ISSMGE - ETC3 International Symposium on Design of Piles in Europe: How did Eurocode 7 change daily practice? https://www.researchgate.net/profile/Kenny_Sorensen/publication/301771286_Design_of_piles_-_Danish_practice/links/57271e4108ae586b21e251bf.pdf

Franza, A., Idinyang, S., Heron, C. M., Marshall , A. M. & Abdelatif, A. O. (2016). Development of a coupled centrifuge–numerical model to study soil–structure interaction problems. In 3rd European Conference on Physical Modelling in Geotechnics. https://www.issmge.org/uploads/publications/53/54/018-Franza%20et%20al.pdf

Clausen, J. C. (2016). Discussion on ‘‘Bearing capacity of circular footings over rock mass by using axisymmetric quasi lower bound finite element limit analysis” by Manash Chakraborty and Jyant Kumar [Comput. Geotech. 70 (2015) 138–149]. Computers and Geotechnics, 73, 231-234. https://doi.org/10.1016/j.compgeo.2015.12.002

Andersen, L. V. (2016). Dynamic soil-structure interaction of monopod and polypod foundations. In A. Zingoni (Ed.), Insights and Innovations in Structural Engineering, Mechanics and Computation - Proceedings of the 6th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2016: proceedings of the sixth international conference on structural engineering, mechanics and computation, Cape Town, South Africa, 5-7 September 2016 (pp. 2036-2041). CRC Press.

Andersen, L. V. (2016). Dynamic soil-structure interaction of monopod and polypod foundations. In A. Zingoni (Ed.), Insights and Innovations in Structural Engineering, Mechanics and Computation: proceedings of the sixth international conference on structural engineering, mechanics and computation, Cape Town, South Africa, 5-7 September 2016 (pp. 727-728). CRC Press.

Simonsen, T. R. & Sørensen, K. K. (2016). Field measurements of pore water pressure changes in very high plasticity stiff clays adjacent to driven piles. In Proceedings of the 17th Nordic Geotechnical Meeting: NGM 2016 - Challenges in Nordic Geotechnics (pp. 257-266). The Icelandic Geotechnical Society. http://www.ngm2016.com/uploads/2/1/7/9/21790806/ngm2016-proceedings-v1b.pdf

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., Bucinskas, P., Persson, P., Muresan, M., Muresan, L.-I. & Paven, I.-O. (2016). Mitigating ground vibration by periodic inclusions and surface structures. 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. 7469-7480). Deutsche Gesellschaft für Akustik, DEGA. http://pub.dega-akustik.de/IN2016/data/articles/001003.pdf

Domadiya, P. G., Manconi, E., Vanali, M., Andersen, L. V. & Ricci, A. (2016). Numerical and Experimental Investigation of Stop-Bands in Finite and Infinite Periodic One-Dimensional Structures. Journal of Vibration and Control, 22(4), 920-931. https://doi.org/10.1177/1077546314537863

Bucinskas, P., Andersen, L. V. & Persson, K. (2016). Numerical modelling of ground vibration caused by elevated high-speed railway lines considering structure-soil-structure interaction. 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. 2119-2130). Deutsche Gesellschaft für Akustik, DEGA. http://pub.dega-akustik.de/IN2016/data/articles/001006.pdf

Lodahl, M. R., Sørensen, K. K., Mortensen , N. & Trankjær , H. (2016). Oedometer tests with measurement of internal friction between oedometer ring and clay specimen. In Proceedings of the 17th Nordic Geotechnical Meeting: NGM 2016 - Challenges in Nordic Geotechnics (pp. 289-298). The Icelandic Geotechnical Society. http://www.ngm2016.com/uploads/2/1/7/9/21790806/ngm2016-proceedings-v1b.pdf

Bayat, M., Andersen, L. V. & Ibsen, L. B. (2016). p-y-ẏ curves for dynamic analysis of offshore wind turbine monopile foundations. Soil Dynamics and Earthquake Engineering, 90, 38-51. https://doi.org/10.1016/j.soildyn.2016.08.015, https://doi.org/10.1016/j.soildyn.2016.08.015

Gavin, K., Igoe, D., Sørensen, K. K. & Huybrechts, N. (2016). Research and Development Activities on Pile Foundations in Europe. In Proceedings of ISSMGE - ETC 3 International Symposium on Design of Piles in Europe: How did Eurocode 7 change daily practice? (pp. 235-251). International Society for Soil Mechanics and Geotechnical Engineering. http://www.cstc.be/homepage/download.cfm?dtype=research&doc=RESEARCH_AND_DEVELOPMENT_ACTIVITIES_ON_PILE_FOUNDATIONS_IN_EUROPE.pdf&lang=en

Koteras, A. K., Ibsen, L. B., Clausen, J. C., Chung, J. S. (Ed.) & Wang, H. H. (Ed.) (2016). Seepage Study for Suction Installation of Bucket Foundation in Different Soil Combinations. International Society of Offshore & Polar Engineers. http://www.isope.org/publications/publications.htm

Thomassen, K., Andersen, L. V. & Ibsen, L. B. (2016). Static Tension Tests on Axially Loaded Pile Segments in Sand. Department of Civil Engineering, Aalborg University. DCE Technical reports, Aalborg Universitet No. 206

Persson, P., Persson, K., Andersen, L. V. & Persson, N. (2016). Strategy for predicting railway-induced vibrations in buildings. 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. 2098-2109). Deutsche Gesellschaft für Akustik, DEGA. http://pub.dega-akustik.de/IN2016/data/articles/000968.pdf

Franza, A., Zhou, B. & M. Marshall, A. (2016). The effects of relative tunnel depth and volume loss on vertical settlements above tunnels in dense sands. In Fourth Geo-China International Conference ASCE. https://doi.org/10.1061/9780784480038.016

Clausen, J. C. (Ed.) (2016). Third Semester and Master’s Thesis Ideas 2016: M.Sc. in Civil and Structural Engineering. Department of Civil Engineering, Aalborg University.

Damgaard, M., Andersen, L. V., Ibsen, L. B., Toft, H. S. & Sørensen, J. D. (2015). A probabilistic analysis of the dynamic response of monopile foundations: Soil variability and its consequences. Probabilistic Engineering Mechanics, 41, 46–59. https://doi.org/10.1016/j.probengmech.2015.05.001

Damgaard, M., Andersen, L. V. & Ibsen, L. B. (2015). Assessment of dynamic substructuring of a wind turbine foundation applicable for aeroelastic simulations. Wind Energy, 18(8), 1387–1401. https://doi.org/10.1002/we.1763

Madsen, S., Pinna, R., Randolph, M. F. & Andersen, L. V. (2015). Buckling of Monopod Bucket Foundations – Influence of Boundary Conditions and Soil-structure Interaction. Wind & Structures, 21(6), 641-656. https://doi.org/10.12989/was.2015.21.6.641

Sørensen, K. K. & Okkels, N. (2015). Correlation between compression index and index parameters for high plasticity Palaeogene clays. In Geotechnical Engineering for Infrastructure and Development: XVI European Conference on Soil Mechanics and Geotechnical Engineering : Investigation, Classification, Testing and Forensics (Vol. 6, pp. 3371-3376). ICE Publishing. https://doi.org/10.1680/ecsmge.60678.vol6.528

Sørensen, K. K. & Okkels, N. (2015). CORRELATION BETWEEN COMPRESSION INDEX AND INDEX PARAMETERS FOR HIGH PLASTICITY PALAEOGENE CLAYS. Poster session presented at 16th European Conference of Soil Mechanics and Geotechnical Engineering, Edinburg, United Kingdom.

Firouzianbandpey, S., Griffiths, D. V., Ibsen, L. B. & Andersen, L. V. (2015). Corrigendum: Spatial Correlation Length of Normalized cone data in sand : Case study in the North of Denmark. Canadian Geotechnical Journal, 52(8), 844-857. https://doi.org/10.1139/cgj-2013-0294

Andersen, L. V., Sørensen, J. D., Kim, S.-B., Yi, J.-H., Yoon, G.-L. & Manuel, L. (2015). Design of monopiles for offshore wind turbines with different approaches to estimate characteristic soil properties from cone penetration tests. In Proceedings of the Twenty-fifth (2015) International Ocean and Polar Engineering Conference (Vol. 1, pp. 204-211). International Society of Offshore & Polar Engineers.

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Revised 10.02.2025

Kenny Kataoka Sørensen