Publications

Sortér efter: Dato | Forfatter | Titel

A.E. , D., Franza, A. & Sørensen, K. K. (2024). A t-z approach for the design of axially loaded piles in consolidating soil. I Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society: Proceedings of the XVIII ECSMGE 2024 (s. 448-451). CRC Press. https://doi.org/10.1201/9781003431749-60

Kania, J. G., Sørensen, K. K. & Fellenius, B. H. (2024). The development of unit shaft resistance along driven piles in subsiding soil. Canadian Geotechnical Journal, 61(5), 1035-1050. https://doi.org/10.1139/cgj-2022-0694

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. I L. Zdravkovic, S. Kontoe, D. Taborda & K. Tsiampous (red.), 10th European Conference on Numerical Methods in Geotechnical Engineering https://doi.org/10.53243/NUMGE2023-104

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

Franza, A., Sørensen, K. K., Stutz, H. H., Pettey, A., Heron, C. & Marshall, A. (2022). Field and centrifuge modelling of a pumped underground hydroelectric energy storage system in sand. I 10th International Conference on Physical Modelling in Geotechnics 2022 (s. 754-757)

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.

Gribsholt-Beck, T., Bue, J., Grud, P., Furbo Rasmussen, K., Rasmussen, M., Tovsig Andersen, A., Bondo Hoff, M., Christensen, L., Sørensen, K. K., Rahbek Udengaard, J. & Møllerd, O. (2021, jun.). Dynamisk prøvebelastning af pæle: PDA-målinger, CASE- og CAPWAP analyser. (1 udg.) Dansk Geoteknisk Forening. DGF vejledning Nr. 1 https://danskgeotekniskforening.dk/sites/default/files/pdf/Vejledninger/DGF-vejledning%201%20-%20Dynamisk%20pr%C3%B8vebelastning%20af%20p%C3%A6le%2C%20juni%202021ny.pdf

Janusz, P. A., Sørensen, K. K., Clausen, O. R. & Andresen, K. J. (2021). Influence of sample conditions on shear wave velocity measurements in a sedimentary stiff clay. Marine Georesources & Geotechnology, 39(4), 448-458. https://doi.org/10.1080/1064119X.2020.1711833

Damsgaard, A., Piotrowski, J. A., Madden, I., Suckale, J. & Sørensen, K. K. (2021). Process-based modeling of glacial till advection. Abstract fra AGU Fall Meeting 2021, New Orleans, USA.

Kania, J. G., Sørensen, K. K. & Fellenius, B. H. (2021). Shear stress between a soft soil and various pile materials. Afhandling præsenteret på 74th Canadian Geotechnical Conference, Niagara, Canada.

Knudsen, J., Sørensen, K. K., Steenfelt, J. S. & Trankjær , H. (2021). Tension tests on bored instrumented piles installed in marine Eocene clay. IOP Conference Series: Earth and Environmental Science, 710(1), Artikel 012034. https://doi.org/10.1088/1755-1315/710/1/012034

Kania, J. G., Sørensen, K. K. & Fellenius, B. H. (2020). Analysis of a Static Loading Test on an Instrumented Cased CFA Pile in Silt and Sand. International Journal of Geoengineering Case Histories, 5(3), 170-181. https://doi.org/10.4417/IJGCH-05-03-03

Kania, J. G., Sørensen, K. K. & Fellenius, B. H. (2020). Application of Distributed Fibre Optic Cables in Piles. Geotechnical Engineering Journal of the SEAGS & AGSSEA, 51(1), 94-102. Artikel 12. http://seags.ait.asia/journals/33953-seags-agssea-journal-march-2020/

Kania, J. G., Sørensen, K. K. & Fellenius, B. H. (2020). Driven piles installed in soft soils subjected to vertical and lateral soil movement. Afhandling præsenteret på GeoVirtual 2020, Canada.

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. Afhandling præsenteret på 2nd International Conference on Energy Geotechnics 2020, La Jolla, USA. https://doi.org/10.1051/e3sconf/202020507001

Norlyk, P., Sørensen, K., Andersen, L. V., Sørensen, K. K. & Stutz, H. H. (2020). Holistic simulation of a subsurface inflatable geotechnical energy storage system using fluid cavity elements. Computers and Geotechnics, 127, Artikel 103722. https://doi.org/10.1016/j.compgeo.2020.103722

Kania, J. G. & Sørensen, K. K. (2019). A case study of soil-pile interaction in soft soils. Afhandling præsenteret på 17th European Conference on Soil Mechanics and Geotechnical Engineering (ECSMGE) , Reykjavik, Island. https://doi.org/10.32075/17ECSMGE-2019-0280

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

Lodahl, M. R. & Sørensen, K. K. (2019). Effects of pore water chemistry on the unloading-reloading behaviour of reconstituted clays. I 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings International Society for Soil Mechanics and Geotechnical Engineering. https://doi.org/10.32075/17ECSMGE-2019-0143

D. Pedersen, B., Hoerlykke, T. & Sørensen, K. K. (2019). Influence of pre-augering on ground surface displacements around driven piles in clay. Afhandling præsenteret på 17th European Conference on Soil Mechanics and Geotechnical Engineering (ECSMGE) , Reykjavik, Island. https://doi.org/10.32075/17ECSMGE-2019-0416

Sørensen, K. K. & Rezei, M. (2019). Influence of structure on the compression behaviour of two very stiff fissured high plasticity Eocene clays. I 7th International Symposium on Deformation Characteristics of Geomaterials, IS-Glasgow 2019 (Bind 92). Artikel 05003 EDP Sciences. https://doi.org/10.1051/e3sconf/20199205003

Oyegbile, O. B., Oyegbile, A. B. & Sørensen, K. K. (2019). Surface modification and stabilisation of kaolin part 1: effects of CTAC-PP fibre composites. Materials Research Innovations, 23(7), 427-439. https://doi.org/10.1080/14328917.2018.1515321

Kania, J. G. & Sørensen, K. K. (2018). A Static Pile Load Test on a Bored Pile Instrumented with Distributed Fibre Optic Sensors. Afhandling præsenteret på 10th International Symposium On Field Measurements In Geomechanics, Rio de Janeiro, Brasilien. https://www.issmge.org/uploads/publications/80/81/S34-Kania.pdf

Simonsen, T. R. & Sørensen, K. K. (2018). Performance Of Vibrating Wire Piezometers In Very Low Permeable Clay. Afhandling præsenteret på 10th International Symposium On Field Measurements In Geomechanics, Rio de Janeiro, Brasilien. https://www.issmge.org/uploads/publications/80/81/S35-Simonsen.pdf

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. I Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering: ICMGE2017 (s. 2865-2868). Artikel TC212 International Society for Soil Mechanics and Geotechnical Engineering. https://www.issmge.org/uploads/publications/1/45/06-technical-committee-18-tc212-43.pdf

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. I Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering: ICSGME 2017 (s. 509-512). Artikel TC101 International Society for Soil Mechanics and Geotechnical Engineering. https://www.issmge.org/uploads/publications/1/45/06-technical-committee-01-tc101-54.pdf

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

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

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

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

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.

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

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

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

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

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. (2012). Time-dependent capacity of driven piles in high plasticity clay. I 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

Sorensen, K. K., Baudet, B. A. & Simpson, B. (2011). Influence of structure on the time-dependent behaviour of a stiff sedimentary clay. I Stiff Sedimentary Clays: Genesis and Engineering Behaviour - Geotechnique Symposium in Print 2007 (s. 111-122) https://doi.org/10.1680/ssc.41080.0010

Sorensen, K. K., Simpson, B. & Baudet, B. A. (2010). Influence of strain rate and acceleration on the behaviour of reconstituted clays at small strains. Geotechnique, 60(10), 751-763. https://doi.org/10.1680/geot.07.D.147

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

Sorensen, K. K., Baudet, B. A. & Simpson, B. (2007). Influence of structure on the time-dependent behaviour of a stiff sedimentary clay. Geotechnique, 57(1), 113-124. https://doi.org/10.1680/geot.2007.57.1.113

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. (2006). Influence of Viscosity and Ageing on the Behaviour of Clays. University College London.

Coop, M. R., Sorensen, K. K., Freitas, T. B. & Georgoutsos, G. (2004). Particle breakage during shearing of a carbonate sand. Geotechnique, 54(3), 157-163. https://doi.org/10.1680/geot.54.3.157.36347

Revideret 18.09.2024

Kenny Kataoka Sørensen