Publications

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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

Knudsen, B. S., Østergaard, M. U., Ibsen, L. B. & Clausen, J. (2013). Determination of p-y Curves for Bucket Foundations in Sand Using Finite Element Modeling. Department of Civil Engineering, Aalborg University. https://www.semanticscholar.org/paper/Determination-of-p-y-Curves-for-Bucket-Foundations-Knudsen-%C3%98stergaard/fe45ff20165111d29fe871b297344f574fc797f1

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. I ICCE 2008 : Book of Abstracts http://www.forskningsdatabasen.dk/en/catalog/2389355946

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

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.

Knudsen, J., Sørensen, K. K., Steenfelt, J. S. & Trankjær , H. (2019). Design of bored piles in Denmark - a historical perspective. Afhandling præsenteret på XVII European Conference on Soil Mechanics and Geotechnical Engineering, Reykjavik, Island. https://doi.org/10.32075/17ECSMGE-2019-0732

Salimi, M., Tafili, M., Prada-Sarmiento, L. F., Irani, N., Triantafyllidis, T. & Wichtmann, T. (2025). DEM-CFM Analysis of Undrained Cyclic Behavior in Transversely Isotropic Granular Soils under True Triaxial Loading Paths. Journal of Geotechnical and Geoenvironmental Engineering, 151(5), Artikel 04025022. https://doi.org/10.1061/JGGEFK.GTENG-12485

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

Clausen, J., Jensen, H. M., Sørensen, K. D., Denier, J. (red.), Finn, M. (red.) & Mattner, T. (red.) (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.

Damgaard, M., Ibsen, L. B., Andersen, L. V., Andersen, P. & K. F. Andersen, J. (2013). Damping Estimation of a Prototype Bucket Foundation for Offshore Wind Turbines Identified by Full Scale Testing. I A. Cunha, L. F. Ramos, E. Caetano & P. B. Lourenço (red.), 5th IOMAC - International Operational Modal Analysis Conference: 2013 May 13-15 Guimarães - Portugal Escola de Engenharia da Universidade do Minho.

Damgaard, M., Ibsen, L. B., Andersen, L. V. & K. F. Andersen, J. (2013). Cross-Wind Modal Properties of Offshore Wind Turbines Identified by Full Scale Testing. Journal of Wind Engineering & Industrial Aerodynamics, 116(May 2013), 94-108. https://doi.org/10.1016/j.jweia.2013.03.003

Acikgoz, S., Franza, A., J. DeJong, M. & Mair, R. (2021). Cracked equivalent beam models for assessing tunneling−induced damage in masonry buildings. Journal of Geotechnical and Geoenvironmental Engineering, 147(2). https://doi.org/10.1061/(ASCE)GT.1943-5606.0002443

Firouzianbandpey, S., Ibsen, L. B. & Andersen, L. V. (2012). CPTu-Based Geotechnical Site Assessment for Offshore Wind Turbines: a Case Study from the Aarhus Site in Denmark. I Proceedings of the Twenty-second (2012) International Offshore and Polar Engineering Conference (s. 151-158). International Society of Offshore & Polar Engineers. http://www.scopus.com/record/display.url?eid=2-s2.0-84866063845&origin=resultslist&sort=plf-f&src=s&st1=CPTU-Based+Geotechnical+Site+Assessment+for+Offshore+Wind+Turbines&sid=0103731E7D1855AAD0D9274B1B071683.WXhD7YyTQ6A7Pvk9AlA%3a500&sot=q&sdt=b&sl=86&s=TITLE-ABS-KEY-AUTH%28CPTU-Based+Geotechnical+Site+Assessment+for+Offshore+Wind+Turbines%29&relpos=0&relpos=0&searchTerm=TITLE-ABS-KEY-AUTH%28CPTU-Based+Geotechnical+Site+Assessment+for+Offshore+Wind+Turbines%29

Sørensen, K. K., A. Baudet, B. & Tatsuoka, F. (2007). Coupling of ageing and viscous effects in an artificially structured clay. I Soil Stress-Strain Behavior: Measurement, Modeling and Analysis: Solid Mechanics and Its Applications (Bind 146, s. 357-366). Springer. https://doi.org/10.1007/978-1-4020-6146-2_19

Andersen, L. V. & Nielsen, S. R. K. (2004). Coupled Finite Element/Boundary Element Analysis of a Vehicle Moving Along a Railway Track. I D. Doolin, A. Kammerer, T. Nogami, R. B. Seed & I. Towhata (red.), Proceedings Volume 2 : The 11th International Conference on Soil Dynamics & Earthquake Engineering : The 3rd International Conference on Earthquake Geotechnical Engineering (s. 869-876). United States of America.

Zheng, C., Franza, A. & Jimenez, R. (2021). Coupled elastoplastic analysis of the soil-pile foundation interaction induced by deep excavations. I M. Z.E.B. Elshafie, G. M.B. Viggiani & R. J. Mair (red.), Geotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 10th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, IS-CAMBRIDGE 2022: Proceedings of the ISSMGE TC204-Symposium (IS-Cambridge 2020), June 29-July 1, 2020, Cambridge, UK (Bind 1, s. 746-752). CRC Press. https://doi.org/10.1201/9780429321559

Zheng , C. ., Franza, A. & Jimenez , R. (2020). Coupled elastoplastic analysis of the soil−pile foundation interactioninduced by deep excavation. I 10th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground

Andersen, L. V. & Jones, C. J. C. (2004). Coupled Boundary and Finite Element Analysis of Vibration from Railway Tunnels : a Comparison of two- and three- Dimensional Models. I D. J. Thompson (red.), Journal of Sound and Vibration (3-5 udg., Bind 293, s. 131-142) https://doi.org/10.1016/j.jsv.2005.08.061

Andersen, L. & Jones, C. J. C. (2006). Coupled Boundary and Finite Element Analysis of Vibration from Railway Tunnels: a comparison of two- and three-dimensional models. Journal of Sound and Vibration, 293(5), 611-625. https://doi.org/10.1016/j.jsv.2005.08.044

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

Sørensen, K. K. & Okkels, N. (2013). Correlation between drained shear strength and plasticity index of undisturbed overconsolidated clays. I P. Delage, J. Desrues, R. Frank, A. Puech & F. Schlosser (red.), Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering: vol. 1: Challenges and innovations in geotechnics / Défis et innovations en géotechnique (s. 423-428). Presses des Ponts.

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.

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

Franza, A., Ritter, S. & J. DeJong, M. (2020). Continuum solutions for tunnel–building interaction and a modified framework for deformation prediction. Geotechnique, 70(2), 108-122. https://doi.org/10.1680/jgeot.17.P.279

Clausen, J. C. S. (2021). Consistent evaluation of slope safety factors between different strength criteria. I R. Hammah, T. Yacoub, A. McQuillan & J. Curran (red.), The Evolution of Geotech: 25 Years of Innovation (s. 429-435). CRC Press. https://www.rocscience.com/assets/resources/products/Rocscience-International-Conference-2021-Proceedings.pdf

Sørensen, K. K. (2021). Conceptual physical modelling of a subsurface geomembrane energy storage system. Afhandling præsenteret på 20th International Conference on Soil Mechanics and Geotechnical Engineering, Sydney, Australien.

T. Peplow, A., Andersen, L. V. & Persson, P. (2019). Computation of axisymmetric vibration transmission using a well-conditioned system for elastic layers over a half–space. I M. Papadrakakis & M. Fragiadakis (red.), COMPDYN 2019 - 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Proceedings (Bind 2, s. 4548-4556). National Technical University of Athens. https://doi.org/10.7712/120119.7248.18695

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

Di Buò , B., Länsivaara, T., Franza, A. & Mayne , P. (2019). Compressibility of Finnish sensitive clays. I 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings https://doi.org/10.32075/17ECSMGE-2019-0498

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

Franza, A. (2024). Comparison of floating and end-bearing pile wall barriers for tunnelling in layered soil. I Proceedings of the XVIII ECSMGE 2024 (s. 1626-1629) https://doi.org/10.1201/9781003431749-301

Thomassen, K., Andersen, L. V. & Ibsen, L. B. (2012). Comparison of Design Methods for Axially Loaded Driven Piles in Cohesionless Soil. I Proceedings of the Twenty-second (2012) International Offshore and Polar Engineering Conference (s. 705-712). International Society of Offshore & Polar Engineers. http://www.scopus.com/inward/record.url?eid=2-s2.0-84866098393&partnerID=40&md5=10b90557d43156d1b92b9ce41087e4f5

Augustesen, A. H., Sørensen, S. P. H., Ibsen, L. B., Andersen, L., Møller, M. & Brødbæk, K. T. (2010). Comparison of Calculation Approaches for Monopiles for Offshore Wind Turbines. I T. Benz & S. Nordal (red.), Numerical Methods in Geotechnical Engineering: proceedings of the seventh european conference on numerical methods in geotechnical engineeering, Trondheim, Norway, 2-4 june 2010 (s. 901-906). CRC Press.

Augustesen, A. H., Sørensen, S. P. H., Ibsen, L. B., Andersen, L., Møller, M. & Brødbæk, K. T. (2010). Comparison of Calculation Approaches for Monopiles for Offshore Wind Turbines. I S. A. Nielsen (red.), Program Review, July 2009 - June 2010: Joint Research and Development: Innovative Foundation Solutions MBD Offshore Power A/S and Aalborg University.

Bayat, M., Andersen, L. V. & Ibsen, L. B. (2013). Comparison between Dynamic Responses of Hollow and Solid Piles for Offshore Wind Turbine Foundations. I S. Prakash (red.), Seventh International Conference on Case Stories in Geotechnical Engineering : and Symposium in Honor of Clyde Baker Missouri University of Science and Technology. http://scholarsmine.mst.edu/cgi/viewcontent.cgi?article=3066&context=icchge

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

Clausen, J. C. S. (2020). Comment to “A method for smoothing multiple yield functions” by Wilkins, Spencer, Jain and Gencturk. Int J Numer Methods Eng. 2020; 121:434–449. International Journal for Numerical Methods in Engineering, 121(24), 5784-5788. https://doi.org/10.1002/nme.6507

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

Franza, A. & Viggiani, G. M. B. (2022). Closure to "role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling" by Andrea Franza and Giulia M. B. Viggiani. Journal of Geotechnical and Geoenvironmental Engineering, 148(8), Artikel 07022018. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002859

Li, J. K., Andersen, L. V. & Hudert, M. M. (2025). Circular design for urban densification through extension construction. I K. Rischmiller, M. A. Saleem, C. Downey, J. Gattas, D. Hossy, L. Ottenhaus, W. Wu, Y. Zhang & Z. Yan (red.), Proceedings from the 14th World Conference on Timber Engineering: Advancing Timber for the Future Built Environment, WCTE 2025 (s. 2403-2411). World Conference on Timber Engineering (WCTE). https://doi.org/10.52202/080513-0293

Franza, A., Deck, O. & J. DeJong, M. (2020). Charts for the mining-induced deflection of buildings. Canadian Geotechnical Journal, 57(12), 2020-2026. https://doi.org/10.1139/cgj-2019-0041

Sorensen, K. K., Nielsen, V. K. H., Mikkelsen, A. R. & Stutz, H. H. (2023). Characterization of the rate-dependent behavior of a high-plasticity stiff sedimentary clay. Geotechnical Testing Journal, 46(6). https://doi.org/10.1520/GTJ20230339

Shen, C., Zhang, D., Clausen, J., Wan, Y. & Zhang, G. (2025). Centrifuge Model Tests on Deformation Characteristics of River Embankments Improved by Circular and Grid-Form Deep Mixed Columns. International Journal of Civil Engineering, 23(8), 1503-1520. https://doi.org/10.1007/s40999-025-01103-2

Shen, C., Zhang, D., Clausen, J., Song, T., Xu, J. & Yang, S. (2023). Centrifuge modelling on the stability of emergency flood control riverbank reinforced by deep mixed column: Case Study of Baishan Junction, China. Case Studies in Construction Materials, 19, Artikel e02614. https://doi.org/10.1016/j.cscm.2023.e02614

Xu, J., Franza, A. & M. Marshall, A. (2020). Centrifuge modelling of tunnel−soil−pile interaction considering the presence of rigid caps. I 4th European Conference on Physical Modelling in Geotechnics http://oa.upm.es/63710/1/Centrifuge.pdf

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

Franza, A. & M. Marshall, A. (2018). Centrifuge modeling study of the response of piled structures to tunneling. Journal of Geotechnical and Geoenvironmental Engineering, 144(2), Artikel 04017109. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001751

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Kenny Kataoka Sørensen