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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. I J. Høgsberg & N. L. Pedersen (red.), Proceedings of NSCM 30: The 30th Nordic Seminar on Computational Mechanics (s. 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 fra International Conference on Geo-Energy and Geo-Environment, Hangzhou, Kina.
Malmborg, J., Persson, K., Persson, P. & Andersen, L. V. (2017). Prediction Models of Free-Field Vibrations from Railway Traffic. I M. Papadrakakis & M. Fragiadakis (red.), COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: Compdyn 2017 Proceedings (s. 4810-4820). Artikel C 18136 Computational Methods in Structural Dynamics & Earthquake Engineering. https://doi.org/10.7712/120117.5763.18136
Clausen, J. C. (red.) (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 Nr. 53
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. I Proceedings of 17th Nordic Geotechnical Meeting: NGM 2016 - Challenges in Nordic Geotechnics (s. 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. I Proceedings of 17th Nordic Geotechnical Meeting: NGM 2016 - Challenges in Nordic Geotechnics (s. 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. I A. Zingoni (red.), 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 (s. 2105-2111). CRC Press. https://doi.org/10.1201/9781315641645-348
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. I A. Zingoni (red.), 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 (s. 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. I W. Kropp (red.), Proceedings of the 45th International Congress and Exposition on Noise Control Engineering -INTER-NOISE 2016: Towards a Quieter Future (s. 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
Franza, A. & M. Marshall, A. (2016). Centrifuge modelling of piled structure response to tunnelling. I L. THOREL, M. BLANC, A. BRETSCHNEIDER & S. ESCOFFIER (red.), 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. I 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. I 3rd European Conference on Physical Modelling in Geotechnics. https://www.issmge.org/uploads/publications/53/54/018-Franza%20et%20al.pdf
Andersen, L. V. (2016). Dynamic soil-structure interaction of monopod and polypod foundations. I A. Zingoni (red.), 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 (s. 2036-2041). CRC Press. https://doi.org/10.1201/9781315641645-337
Andersen, L. V. (2016). Dynamic soil-structure interaction of monopod and polypod foundations. I A. Zingoni (red.), 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 (s. 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. I Proceedings of the 17th Nordic Geotechnical Meeting: NGM 2016 - Challenges in Nordic Geotechnics (s. 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. I W. Kropp, O. V. Estorff & B. Schulte-Fortkamp (red.), Proceedings of INTER-NOISE 2016: 45th International Congress and Exposition on Noise Control Engineering : Towards a Quieter Future (s. 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. I W. Kropp, O. V. Estorff & B. Schulte-Fortkamp (red.), Proceedings of INTER-NOISE 2016: 45th International Congress and Exposition on Noise Control Engineering : Towards a Quieter Future (s. 7469-7480). Deutsche Gesellschaft für Akustik, DEGA. http://pub.dega-akustik.de/IN2016/data/articles/001003.pdf
Guerra, C. I., Pinzón, J. J., Prada, L. F. & Ramos, A. M. (2016). Multiscale Modelling of the Slope Stability of Block-in-Matrix Materials. Geotechnical Special Publication, 2016-January(271 GSP), 658-667. https://doi.org/10.1061/9780784480144.065
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. I W. Kropp, O. V. Estorff & B. Schulte-Fortkamp (red.), Proceedings of INTER-NOISE 2016: 45th International Congress and Exposition on Noise Control Engineering : Towards a Quieter Future (s. 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. I Proceedings of the 17th Nordic Geotechnical Meeting: NGM 2016 - Challenges in Nordic Geotechnics (s. 289-298). The Icelandic Geotechnical Society. http://www.ngm2016.com/uploads/2/1/7/9/21790806/ngm2016-proceedings-v1b.pdf
Gavin, K., Igoe, D., Sørensen, K. K. & Huybrechts, N. (2016). Research and Development Activities on Pile Foundations in Europe. I Proceedings of ISSMGE - ETC 3 International Symposium on Design of Piles in Europe: How did Eurocode 7 change daily practice? (s. 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. (red.) & Wang, H. H. (red.) (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 Nr. 206
Persson, P., Persson, K., Andersen, L. V. & Persson, N. (2016). Strategy for predicting railway-induced vibrations in buildings. I W. Kropp, O. V. Estorff & B. Schulte-Fortkamp (red.), Proceedings of INTER-NOISE 2016: 45th International Congress and Exposition on Noise Control Engineering : Towards a Quieter Future (s. 2098-2109). Deutsche Gesellschaft für Akustik, DEGA. http://pub.dega-akustik.de/IN2016/data/articles/000968.pdf
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
Sørensen, K. K. & Okkels, N. (2015). Correlation between compression index and index parameters for high plasticity Palaeogene clays. I Geotechnical Engineering for Infrastructure and Development: XVI European Conference on Soil Mechanics and Geotechnical Engineering : Investigation, Classification, Testing and Forensics (Bind 6, s. 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 præsenteret på 16th European Conference of Soil Mechanics and Geotechnical Engineering, Edinburg, Storbritannien.
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. I Proceedings of the Twenty-fifth (2015) International Ocean and Polar Engineering Conference (Bind 1, s. 204-211). International Society of Offshore & Polar Engineers.
Firouzianbandpey, S., Ibsen, L. B., Griffiths, D. V., Vahdatirad, M., Andersen, L. V. & Sørensen, J. D. (2015). Effect of spatial correlation length on the interpretation of normalized CPT data using a Kriging approach. Journal of Geotechnical and Geoenvironmental Engineering, 141(12), Artikel 04015052. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001358
Sneideris, J., Bucinskas, P., Agapii, L. & Andersen, L. V. (2015). Experimental Validation of a Numerical Model for Three-Dimensional High-Speed Railway Bridge Analysis by Comparison with a Small-Scale Model. I J. Kruis, Y. Tsompanakis & B. H. V. Topping (red.), Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing Artikel 127 Civil-Comp Press. https://doi.org/10.4203/ccp.108.127
Sørensen, E. S., Clausen, J. C. & Damkilde, L. (2015). Finite element implementation of the Hoek-Brown material model with general strain softening behavior. International Journal of Rock Mechanics and Mining Sciences, 78, 163-174. https://doi.org/10.1016/j.ijrmms.2015.05.005
Sørensen, E. S., Clausen, J. C., Merifield, R. S. & Damkilde, L. (2015). Implementation of the Modified Hoek-Brown Model into the Finite Element Method. Institute of Cybernetics at Tallinn University of Technology. http://www.ioc.ee/nscm28/files/Proceedings_of_NSCM28.pdf
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
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. I Proceedings of the Twenty-fifth (2015) International Ocean and Polar Engineering Conference (Bind 1, s. 285-288). International Society of Offshore & Polar Engineers.
Sørensen, K. K., Gadegaard, S. S. & Nielsen, J. K. (2015). Influence of Shearing Rate on Residual Strength of Clays. I V. A. Rinaldi, M. E. Zeballos & J. J. Clariá (red.), Deformation Characteristics of Geomaterials: Proceedings of 6th International Symposium on Deformation Characteristics of Geomaterials (Bind 6, s. 858-865). IOS Press. https://doi.org/10.3233/978-1-61499-601-9-858