Publications

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Zheng , C. ., Franza, A. & Jimenez , R. (2020). A prediction method based on elasticity and soil−structure interaction for deep−excavation induced deformations of pile foundation. In 16th International Conference of the International Association for Computer Methods and Advances in Geomechanics https://www.springerprofessional.de/en/a-prediction-method-based-on-elasticity-and-soil-structure-inter/18769080

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

Zheng, C., Franza, A. & Jimenez, R. (2021). Coupled elastoplastic analysis of the soil-pile foundation interaction induced by deep excavations. In M. Z.E.B. Elshafie, G. M.B. Viggiani & R. J. Mair (Eds.), 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 (Vol. 1, pp. 746-752). CRC Press. https://doi.org/10.1201/9780429321559

Zheng, C., Franza, A. & Jimenez, R. (2023). Analysis of floating and end-bearing pile foundations affected by deep-excavations. Computers and Geotechnics, 153, Article 105075. https://doi.org/10.1016/j.compgeo.2022.105075

Zheng, C., Franza, A. & Jimenez, R. (2023). Analytical prediction of ground movements due to circular shaft construction in clayey soils. Canadian Geotechnical Journal, 60(8), 1132-1139. https://doi.org/10.1139/cgj-2022-0381

Zheng, C., Franza, A. & Jimenez, R. (2023). Analytical prediction for ground movements due to deep excavations in soils. Tunnelling and Underground Space Technology, 141, Article 105316. https://doi.org/10.1016/j.tust.2023.105316

Zhao, J., Franza, A. & Dejong, M. J. (2021). Method for Probabilistic Assessment of Tunneling-Induced Damage to Surface Structures Considering Soil-Structure Interaction Effects. Journal of Risk and Uncertainty in Engineering Systems - Part A : Civil Engineering, 7(4), Article 04021055. https://doi.org/10.1061/AJRUA6.0001175

Zhang, Z., Høeg, C. E. & Andersen, L. V. (2019). The influence of uncertain soil conditions on the dynamic response of offshore wind turbines using an efficient time-domain model. 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. 257-258). CRC Press. https://doi.org/10.1201/9780429426506

Zamani, G., Franza, A., Sørensen, K. K., Andersen, L. V., Tourchi, S. & Stutz, H. H. (2023). A simplified approach to numerical modelling of an underground pumped hydroelectric energy storage system. In L. Zdravkovic, S. Kontoe, D. Taborda & K. Tsiampous (Eds.), 10th European Conference on Numerical Methods in Geotechnical Engineering https://doi.org/10.53243/NUMGE2023-104

Yu, Y., Franza, A., Neves, L. & M. Marshall, A. (2024). Effect of infill nonlinearity on frame response to tunnelling. In Geotechnical Aspects of Underground Construction in Soft Ground (pp. 223-230) https://doi.org/10.1201/9781003413790-26

Yu, Y., Franza, A., Ghiassi, B., Neves, L. C. & M. Marshall, A. (2025). Tunnelling-induced wall damage: an appraisal of elastoplastic constitutive models for masonry. Tunnelling and Underground Space Technology, 156, Article 106240. https://doi.org/10.1016/j.tust.2024.106240

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.

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

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

Xu, J., Franza, A. & M. Marshall, A. (2020). Response of framed buildings on raft foundations to tunneling. Journal of Geotechnical and Geoenvironmental Engineering, 146(11), Article 04020120. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002376

Xu, J., Franza, A., M. Marshall, A., Losacco, N. & Boldini, D. (2021). Tunnel–framed building interaction: comparison between raft and separate footing foundations. Geotechnique, 71(7), 631–644. https://doi.org/10.1680/jgeot.19.P.393

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

Xu, J., M. Marshall, A., Franza, A., Boldini, D., Amorosi, A. & J. DeJong, M. (2019). The response of framed buildings on raft foundations to tunnelling: a centrifuge and numerical modelling study. In Proceedings of the XVII ECSMGE-2019 https://doi.org/10.32075/17ECSMGE-2019-0134

Xu, J., Marshall , A. M. & Franza, A. (2021). A centrifuge modelling study on the effect of foundation configuration on tunnel−frame interaction. In M. Z.E.B. Elshafie, G. M.B. Viggiani & R. J. M. Robert J. Mair (Eds.), 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 (Vol. 1, pp. 719-726). CRC Press. https://doi.org/10.1201/9780429321559-94

Xu, J., Franza, A., Marshall, A. M. & Losacco, N. (2021). Role of Footing Embedment on Tunnel-Foundation Interaction. Journal of Geotechnical and Geoenvironmental Engineering, 147(9), Article 06021009. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002603

Watford, M., Templeman, J., Orazalin, Z., Zhou, H., Franza, A. & Sheil, B. (2022). Numerical analysis of the deep soil failure mechanism for perimeter pile groups. Geotechnique Letters, 12(1), 27-34. https://doi.org/10.1680/jgele.21.00080

Wang, Z., Zhou, H., Franza, A. & Liu, H. (2022). Numerical evaluation of scour effects on lateral behavior of pile groups in clay. Computers and Geotechnics, 150, Article 104913. https://doi.org/10.1016/j.compgeo.2022.104913

Vahdatirad, M. J., Griffiths, D. V., Andersen, L. V., Sørensen, J. D. & Fenton, G. A. (2014). Reliability analysis of a gravity-based foundation for wind turbines: a code-based design assessment. Geotechnique, 64(8), 635 – 645. https://doi.org/10.1680/geot.13.P.152

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.

Vahdatirad, M., Andersen, L. V., Ibsen, L. B. & Sørensen, J. D. (2014). Stochastic dynamic stiffness of surface footing for offshore wind turbines: Implementing a subset simulation method to estimate rare events. Soil Dynamics and Earthquake Engineering, 65, 89-101. https://doi.org/10.1016/j.soildyn.2014.06.004

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

Vahdatirad, M., Bayat, M., Andersen, L. V. & Ibsen, L. B. (2012). An Improved Asymptotic Sampling Approach For Stochastic Finite Element Stiffness of a Laterally Loaded Monopile. In Proceedings of the 9th International Conference on Testing and Design Methods for Deep Foundations, Kanazawa, Japan (pp. 665-673). Southeast Asian Geotechnical Society.

Vahdatirad, M., Andersen, L., Clausen, J. & Sørensen, J. D. (2011). The Dynamic Stiffness of Surface Footings for Offshore Wind Turbines: reliability based assessment. In B. H. V. Topping & Y. Tsompanakis (Eds.), Proceedings of the Thirteenth International Conference on Civil, Structural and Environmental Engineering Computating Article 82 Civil-Comp Press.

Vahdatirad, M., Andersen, L. V., Ibsen, L. B., Clausen, J. C. S. & Sørensen, J. D. (2013). Probabilistic Three-Dimensional Model of an offshore Monopile Foundation : reliability based approach. In Seventh International Conference on Case Histories in Geotechnical Engineering Missouri University of Science and Technology. https://scholarsmine.mst.edu/cgi/viewcontent.cgi?article=3220&context=icchge

Vahdatirad, M., Andersen, L. V., Ibsen, L. B., Clausen, J. C. S. & Sørensen, J. D. (2013). Probabilistic Three-Dimensional Model of an offshore Monopile Foundation : reliability based approach. In Seventh International Conference on Case Histories in Geotechnical Engineering Missouri University of Science and Technology. http://scholarsmine.mst.edu/cgi/viewcontent.cgi?article=3220&context=icchge

Ulfkjaer, J. P., Brosbøl, D. P., Larsen, R. & Clausen, J. (2025). Test and Analysis of Prestressed Ultra High Performance Concrete Beams. In RILEM Bookseries (pp. 184-193). Springer Science and Business Media B.V.. https://doi.org/10.1007/978-3-031-70281-5_21

Uk Lim, H., Manuel, L., Persson, P. & Andersen, L. V. (2019). A surrogate model to describe uncertainties in wood floor modal frequencies. 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. 121-126). CRC Press. https://doi.org/10.1201/9780429426506

T. Udengaard, J., Skouboe, E., Sørensen, K. K., Alibrandi, U. & Andersen, L. V. (2024). PILE CAPACITY PREDICTION BASED ON MACHINE LEARNING USING SUPPORT VECTOR REGRESSION. Paper presented at 19th Nordic Geotechnical Meeting, Gothenburg, Sweden. https://www.ngm2024.se/Papers/ngm2024_machine%20learning_final%20version.pdf

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. In M. Papadrakakis & M. Fragiadakis (Eds.), COMPDYN 2019 - 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Proceedings (Vol. 2, pp. 4548-4556). National Technical University of Athens. https://2019.compdyn.org/proceedings/pdf/18695.pdf

Thomassen, K., Ibsen, L. B. & Andersen, L. V. (2012). Case Study of CPT-based Design Methods for Axial Capacity of Driven Piles in Sand. In NGM 2012 Proceedings: Proceedings of the 16th Nordic Geotechnical Meeting (Vol. 1, pp. 463-470). Dansk Geoteknisk Forening.

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

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

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

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

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

Tang, C., M. Marshall, A., Heron, C. M., Franza, A. & Xu, J. (2024). Setup and calibration of piles with FBG strain sensors in a geotechnical centrifuge. In N. Guerra, M. M. Fernandes, C. Ferreira, A. G. Correia, A. Pinto & P. S. Pinto (Eds.), Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society (pp. 2667-2670). CRC Press. https://doi.org/10.1201/9781003431749-518

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

Suchowerska, A. M., Merifield, R. S., Carter, J. P. & Clausen, J. (2012). Prediction of Underground Cavity Roof Collapse using the Hoek–Brown Failure Criterion. Computers and Geotechnics, 44, 93-103. https://doi.org/10.1016/j.compgeo.2012.03.014, https://doi.org/10.1016/j.compgeo.2012.03.014

Stutz, H. H., Norlyk, P., Sørensen, K., Andersen, L. V., Sørensen, K. K. & Clausen, J. C. S. (2020). Finite element modelling of an energy-geomembrane underground pumped hydroelectric energy storage system. Paper presented at 2nd International Conference on Energy Geotechnics 2020, La Jolla, United States. https://doi.org/10.1051/e3sconf/202020507001

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. K. (2013). 1-punkts fastlæggelse af flydegrænse og lineær fremregning til plasticitetsindekset.

Sørensen, K. K. & Okkels, N. (2012). Time-dependent capacity of driven piles in high plasticity clay. In Proceedings of Nordic Geotechnical Meeting http://www.geoteknisk.dk/media/18469/ngm2012%20time-dependent%20capacity%20of%20driven%20piles%20in%20high%20plasticity%20clay%20(kks).pdf

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

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Kenny Kataoka Sørensen