Prof. Dr.-Ing.  Hans Henning Stutz

Prof. Dr.-Ing. Hans Henning Stutz

Arbeitskreise

  • TC 105 ISSGME Geo-Mechanics from Micro to Macro
  • AK 1.6 DGGT Numerik in der Geotechnik: Ständiger Gast

Publikationen


2022
  1. Field and centrifuge modelling of a pumped underground hydroelectric energy storage system in sand
    Franza, A.; Sørensen, K. K.; Pettey, A.; Heron, C.; Marshall, A.; Stutz, H. H.
    2022. 10th International Conference on Physical Modelling in Geotechnics 2022 
  2. Bio-inspired geotechnical engineering: principles, current work, opportunities and challenges
    Martinez, A.; Dejong, J.; Akin, I.; Aleali, A.; Arson, C.; Atkinson, J.; Bandini, P.; Baser, T.; Borela, R.; Boulanger, R.; Burrall, M.; Chen, Y.; Collins, C.; Cortes, D.; Dai, S.; Dejong, T.; Del Dottore, E.; Dorgan, K.; Fragaszy, R.; Frost, J. D.; Full, R.; Ghayoomi, M.; Goldman, D. I.; Gravish, N.; Guzman, I. L.; Hambleton, J.; Hawkes, E.; Helms, M.; Hu, D.; Huang, L.; Huang, S.; Hunt, C.; Irschick, D.; Lin, H. T.; Lingwall, B.; Marr, A.; Mazzolai, B.; Mcinroe, B.; Murthy, T.; O’hara, K.; Porter, M.; Sadek, S.; Sanchez, M.; Santamarina, C.; Shao, L.; Sharp, J.; Stuart, H.; Stutz, H. H.; Summers, A.; Tao, J.; Tolley, M.; Treers, L.; Turnbull, K.; Valdes, R.; van PAassen, L.; Viggiani, G.; Wilson, D.; Wu, W.; Yu, X.; Zheng, J.
    2022. Géotechnique, 72 (8), 687–705. doi:10.1680/jgeot.20.P.170VolltextVolltext der Publikation als PDF-Dokument
  3. FE-Simulation einer Tiefgründung mit Variation des K0-Wertes in Abhängigkeit des Überkonsolidierungsgrads
    Gehring, S.; Tafili, M.; Knittel, L.; Stutz, H.
    2022. Beiträge zum 36. Christian Veder Kolloquium, Bauen in weichen Böden - Besondere Herausforderungen in Planung und Ausführung 
  4. A Computational Framework for Integrated Analysis and Hybrid Testing of Mooring Line Foundations
    Abbiati, G.; Zhang, Z.; Franza, A.; Andersen, L. V.; Stutz, H. H.
    2022. ASME 2022 41st International Conference on Ocean, Offshore and Arctic Engineering, June 5–10, 2022, Hamburg, Germany. Vol.: 9: Offshore Geotechnics, The American Society of Mechanical Engineers (ASME). doi:10.1115/OMAE2022-79853
  5. Theoretical and numerical modelling of sand-structure interface behaviour
    Mortara, G.; Stutz, H. H.
    2022. XXVII Convegno Nazionale di Geotecnica 
  6. On the Erasing of the Cyclic Preloading by Monotonic Deformations in Granular Soils
    Wappler, A.; Knittel, L.; Niemunis, A.; Stutz, H. H.
    2022. International Conference on Offshore Mechanics and Arctic Engineering. Conference Proceedings. doi:10.1115/OMAE2022-79696
2021
  1. Sand-throwing behaviour in pit-building antlion larvae: insights from finite-element modelling
    Büsse, S.; Büscher, T. H.; Heepe, L.; Gorb, S. N.; Stutz, H. H.
    2021. Journal of The Royal Society Interface, 18 (182), Art.-Nr.: 20210539. doi:10.1098/rsif.2021.0539
  2. Directionally dependent strength and dilatancy behavior of soil–structure interfaces
    Stutz, H. H.; Martinez, A.
    2021. Acta Geotechnica, 16 (9), 2805–2820. doi:10.1007/s11440-021-01199-5VolltextVolltext der Publikation als PDF-Dokument
  3. On the hyperelasticity of fine-grained soils: Element tests and modelling
    Gehring, S.; Knittel, L.; Tafili, M.; Stutz, H. H.
    2021. Alert Geomaterials Workshop (2021), Aussois, Frankreich, 27.–29. September 2021 
  4. Investigations on the Erasing of Cyclic Preloading History by Monotonic Deformations
    Wappler, A.; Knittel, L.; Niemunis, A.; Stutz, H. H.
    2021. Alert Geomaterials Workshop (2021), Aussois, Frankreich, 27.–29. September 2021 
2020
  1. Holistic simulation of a subsurface inflatable geotechnical energy storage system using fluid cavity elements
    Norlyk, P.; Sørensen, K.; Andersen, L. V.; Sørensen, K. K.; Stutz, H. H.
    2020. Computers and Geotechnics, 127, Article no: 103722. doi:10.1016/j.compgeo.2020.103722
  2. Finite element modelling of an energy-geomembrane underground pumped hydroelectric energy storage system
    Stutz, H. H.; Norlyk, P.; Sørensen, K.; Andersen, L. V.; Sørensen, K. K.; Clausen, J.
    2020. (J. S. McCartney & I. Tomac, Hrsg.) E3S Web of Conferences, 205, Article no: 07001. doi:10.1051/e3sconf/202020507001VolltextVolltext der Publikation als PDF-Dokument
2018
  1. Geomechanical Rock Properties Using Pressure and Temperature Dependence of Elastic P- and S-Wave Velocities
    Motra, H. B.; Stutz, H. H.
    2018. Geotechnical and Geological Engineering, 36 (6), 3751–3766. doi:10.1007/s10706-018-0569-9
  2. Open Science Interface Shear Device
    Stutz, H. H.; Doose, R.; Wuttke, F.
    2018. Proceedings of China - Europe Conference on Geotechnical Engineering. Ed.: W. Wu. Vol. 1, 615–618, Springer Nature Switzerland AG. doi:10.1007/978-3-319-97112-4_137
  3. Hypoplastic Simulation of Axisymmetric Interface Shear Tests in Granular Media
    Stutz, H. H.; Martinez, A.
    2018. Proceedings of China - Europe Conference on Geotechnical Engineering. Ed.: W. Wu. Vol. 1, 69–73, Springer Nature Switzerland AG. doi:10.1007/978-3-319-97112-4_16
2017
  1. A general approach to model interfaces using existing soil constitutive models application to hypoplasticity
    Stutz, H.; Mašín, D.; Sattari, A. S.; Wuttke, F.
    2017. Computers and Geotechnics, 87, 115–127. doi:10.1016/j.compgeo.2017.02.010
  2. Hypoplastic interface models for fine-grained soils – Hypoplastic interface models for fine-grained soils
    Stutz, H.; Mašín, D.
    2017. International Journal for Numerical and Analytical Methods in Geomechanics, 41 (2), 284–303. doi:10.1002/nag.2561
2016
  1. Enhancement of a hypoplastic model for granular soil–structure interface behaviour
    Stutz, H.; Mašín, D.; Wuttke, F.
    2016. Acta Geotechnica, 11 (6), 1249–1261. doi:10.1007/s11440-016-0440-1
  2. Thermo-mechanical hypoplastic interface model for fine-grained soils
    Stutz, H. H.; Mašín, D.; Wuttke, F.; Prädel, B.
    2016. Energy Geotechnics. Ed.: F. Wuttke, 351–357, CRC Press 
  3. Quality assessment of soil bearing capacity factor models of shallow foundations
    Motra, H. B.; Stutz, H.; Wuttke, F.
    2016. Soils and Foundations, 56 (2), 265–276. doi:10.1016/j.sandf.2016.02.009