Publications

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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

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

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.

Damgaard, M., Andersen, L. V. & Ibsen, L. B. (2015). Dynamic response sensitivity of an offshore wind turbine for varying subsoil conditions. Ocean Engineering, 101, 227-234. https://doi.org/10.1016/j.oceaneng.2015.04.039

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), Article 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. In J. Kruis, Y. Tsompanakis & B. H. V. Topping (Eds.), Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing Article 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. In Proceedings of the Twenty-fifth (2015) International Ocean and Polar Engineering Conference (Vol. 1, pp. 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. 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

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

Yi, J.-H., Kim, S.-B., Yoon, G.-L. & Andersen, L. V. (2015). Natural frequency of bottom-fixed offshore wind turbines considering pile-soil-interaction with material uncertainties and scouring depth. Wind and Structures, An International Journal, 21(6), 625-639. https://doi.org/10.12989/was.2015.21.6.625

Bucinskas, P., Agapii, L., Sneideris, J. & Andersen, L. V. (2015). Numerical Modelling of the Dynamic Response of High-Speed Railway Bridges Considering Vehicle-Structure and Structure-Soil-Structure Interaction. In J. Kruis, Y. Tsompanakis & B. H. V. Topping (Eds.), Computational Techniques for Civil and Structural Engineering (pp. 125-152). Saxe-coburg Publications. https://doi.org/10.4203/csets.38.6

Andersen, L. V., Sørensen, J. D., Ibsen, L. B. & Damgaard, M. (2015). Overview of Offshore Wind Turbine Foundation Design with Probabilistic Soil-Structure Interaction : Denmark Experiences. In Reliability-Based Limit State Design for Offshore Wind Jacket Structures (pp. 1-32). Korea Institute of Ocean Science & Technology (KIOST).

Vahdatirad, M., Bayat, M., Andersen, L. V. & Ibsen, L. B. (2015). Probabilistic finite element stiffness of a laterally loaded monopile based on an improved asymptotic sampling method. Journal of Civil Engineering and Management, 21(4), 503-513. https://doi.org/10.3846/13923730.2014.890660

Bayat, M., Ghorashi, S. S., Amani, J., Andersen, L. V., Ibsen, L. B., Rabczuk, T., Zhuang, X. & Talebi, H. (2015). Recovery-based error estimation in the dynamic analysis of offshore wind turbine monopile foundations. Computers and Geotechnics, 70, 24-40. https://doi.org/10.1016/j.compgeo.2015.07.012

Clausen, J. C., Damkilde, L. & Andersen, L. V. (2015). Robust and efficient handling of yield surface discontinuities in elasto-plastic finite element calculations. Engineering Computations, 32(6), 1722-1752. https://doi.org/10.1108/EC-01-2014-0008

Franza, A. & Marshall , A. M. (2015). Semi–analytical prediction of ground movements due to shallow tunnels in sand. In M. G. Winter, D. M. Smith, P. J. L. Eldred & D. G. Toll (Eds.), Geotechnical Engineering for Infrastructure and Development: XVI European Conference on Soil Mechanics and Geotechnical Engineering ICE Publishing. https://www.icevirtuallibrary.com/doi/abs/10.1680/ecsmge.60678.vol2.050

Gnaur, D. & Clausen, J. (2015). Teaching Smart with Podcasts. International Journal of Engineering Education, 31(2), 486-494.

Barari, A., Bayat, M., Meysam, S., Ibsen, L. B. & Andersen, L. V. (2015). Transient Analysis of Monopile Foundations Partially Embedded in Liquefied Soil. Geomechanics and Engineering, 8(2), 257-282. https://doi.org/10.12989/gae.2015.8.2.257

Andersen, L. V. (2015). Using periodicity to mitigate ground vibration. In M. Papadrakakis, V. Papadopoulos & V. Plevris (Eds.), Proceedings of COMPDYN 2015: 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (Vol. 1, pp. 922-932). Institute of Structural Analysis and Antiseismic Reseach, National Technical University of Athens. https://www.dropbox.com/s/1zd6hhp4jo7xr6q/compdyn_2015_vol_1.pdf?dl=1

Damgaard, M., Bayat, M., Andersen, L. V. & Ibsen, L. B. (2014). Assessment of the Dynamic Behaviour of Saturated Soil Subjected to Cyclic Loading from Offshore Monopile Wind Turbine Foundations. Computers and Geotechnics, 61, 116-126. https://doi.org/10.1016/j.compgeo.2014.05.008

Damgaard, M., Andersen, L. V. & Ibsen, L. B. (2014). Computationally Efficient Modelling of Dynamic Soil-Structure Interaction of Offshore Wind Turbines on Gravity Footings. Renewable Energy, 68, 289-303. https://doi.org/10.1016/j.renene.2014.02.008

Sørensen, K. K. (2014). Drained Residual Strength of Little Belt Clay. In GeoRegina 2014: 67th Canadian Geotechnical Conference

Damgaard, M., Zania, V., Andersen, L. V. & Ibsen, L. B. (2014). Effects of soil-structure interaction on real time dynamic response of offshore wind turbines on monopiles. Engineering Structures, 75, 388-401. https://doi.org/10.1016/j.engstruct.2014.06.006

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

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. (Ed.) (2014). M.Sc. in Civil and Structural Engineering: 3rd Semester and Master’s Thesis Ideas 2014. Department of Civil Engineering, Aalborg University. DCE Latest News No. 42

Madsen, S., Andersen, L. V. & Ibsen, L. B. (2014). Numerical buckling analysis of shape enhanced bucket foundations. 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. 1273-1278). CRC Press.

Foglia, A., Ibsen, L. B., Nicolai, G. & Andersen, L. V. (2014). Observations on bucket foundations under cyclic loading in dense saturated sand. In C. Gaudin & D. White (Eds.), Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (pp. 667-673). CRC Press. https://doi.org/10.1201/b16200-91

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Kenny Kataoka Sørensen