Prof. Dr.-Ing. Hans Henning Stutz

Prof. Dr.-Ing. Hans Henning Stutz

Committees

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

Publications


2023
  1. Experimental study on monotonic to high-cyclic behaviour of sand-silt mixtures
    Tafili, M.; Knittel, L.; Gauger, V.; Wichtmann, T.; Stutz, H. H.
    2023. Acta Geotechnica, 18 (12). doi:10.1007/s11440-023-02126-6 Full textFull text of the publication as PDF document 
  2. Experimentelle Untersuchungen zur partiellen Dränage im bodenmechanischen Elementversuch
    Zürn, J.; Mugele, L.; Stutz, H. H.
    2023. OHDE Kolloquium 2023, Karlsruhe, 8.-9.11.2023, Bundesanstalt für Wasserbau (BAW) Full textFull text of the publication as PDF document 
  3. Characterization of the Rate-Dependent Behavior of a High-Plasticity Stiff Sedimentary Clay
    K. Sorensen, K.; Nielsen, V. K. H.; R. Mikkelsen, A.; Stutz, H. H.
    2023. Geotechnical Testing Journal, 46 (6), 20230339. doi:10.1520/GTJ20230339 
  4. On the long-term behaviour of a deep underground gravity energy storage system: A numerical approach using the HCA model
    Mugele, L.; Stutz, H. H.
    2023. Symposium on Energy Geotechnics 2023, 1–2, TU Delft Open. doi:10.59490/seg.2023.572 Full textFull text of the publication as PDF document 
  5. Neohypoplasticity for Sand: Equations and Developments
    Mugele, L.; Niemunis, A.; Stutz, H. H.
    2023, September 26. 34th ALERT Workshop and School (2023), Aussois, France, September 28–30, 2023 
  6. Verflüssigungswiderstand eines Tagebau-Kippenbodens bei irregulärer Erdbebenanregung
    Knittel, L.; Machaček, J.; Gehring, S. A.; Raabe, P.; Dahmen, D.; Wichtmann, T.; Stutz, H. H.
    2023. Fachsektionstage Geotechnik – Interdisziplinäres Forum 2023, 326–331, Deutsche Gesellschaft für Geotechnik (DGGT) 
  7. The high-cyclic model for sand tested beyond the usual ranges of application
    Knittel, L.; Lamparter, A.; Niemunis, A.; Stutz, H. H.
    2023. Acta Geotechnica. doi:10.1007/s11440-023-02031-y Full textFull text of the publication as PDF document 
  8. State-of-the-art review on plant-based solutions for soil improvement
    Li, S.; Wang, Z.; Stutz, H. H.
    2023. Biogeotechnics, Art.-Nr.: 100035. doi:10.1016/j.bgtech.2023.100035 
  9. A simplified approach to numerical modelling of an underground pumped hydroelectric energy storage system
    Zamani, G.; Franza, A.; Sørensen, K. K.; Andersen, L. V.; Tourchi, S.; Stutz, H. H.
    2023. Proceedings 10th NUMGE 2023. Ed.: L. Zdravkovic. doi:10.53243/NUMGE2023-104 
  10. The anisotropic preconsolidation of clay in modelling soil-structure-interface behaviour
    Gehring, S. A.; Niemunis, A.; Stutz, H. H.
    2023. Proceedings 10th NUMGE 2023. Ed.: L. Zdravkovic. doi:10.53243/NUMGE2023-120 
  11. Discussion on “Deep vibratory compaction simulated using a high-cycle accumulation model” by P. Staubach et al. [Soil Dyn Earthq Eng 2023;166:107763]
    Osinov, V. A.; Niemunis, A.; Stutz, H. H.
    2023. Soil Dynamics and Earthquake Engineering, Artkl.Nr.: 107940. doi:10.1016/j.soildyn.2023.107940 
  12. Neohypoplasticity Revisited
    Mugele, L.; Niemunis, A.; Stutz, H. H.
    2023. International Journal for Numerical and Analytical Methods in Geomechanics, 47 (16). doi:10.1002/nag.3640 Full textFull text of the publication as PDF document 
  13. Investigations on a novel gravitational energy storage system using a high-cycle accumulation model
    Mugele, L.; Niemunis, A.; Lamparter, A.; Stutz, H. H.
    2023. Proceedings 10th NUMGE 2023. Ed.: L. Zdravkovic. doi:10.53243/NUMGE2023-113 
2022
  1. Underground pumped hydroelectric energy storage (UPHS) in sand – Ongoing numerical simulations and field experiments
    Mugele, L.; Franza, A.; Gauger, V.; Sørensen, K.; Stutz, H. H.
    2022, September 7. 33rd ALERT Workshop and School (2022), Aussois, France, September 26–October 1, 2022 
  2. 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 
  3. 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.170 Full textFull text of the publication as PDF document 
  4. 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 
  5. Conceptual physical modelling of a subsurface geomembrane energy storage system
    Sørensen, K. K.; Stutz, H. H.; Brodsgaard-Raptis, P.; Luxhøj, M.
    2022. Proceedings of the 20th International Conference on Soil Mechanics and Geotechnical Engineering, 5029–5034, International Society for Soil Mechanics and Geotechnical Engineering 
  6. 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 
  7. Theoretical and numerical modelling of sand-structure interface behaviour
    Mortara, G.; Stutz, H. H.
    2022. XXVII Convegno Nazionale di Geotecnica 
  8. 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/s11440-021-01199-5 Full textFull text of the publication as PDF document 
  3. On the hyperelasticity of fine-grained soils: Element tests and modelling
    Gehring, S.; Knittel, L.; Tafili, M.; Stutz, H. H.
    2021. ALERT Workshop and School (2021), Aussois, France, September 27–29, 2021 
  4. Investigations on the Erasing of Cyclic Preloading History by Monotonic Deformations
    Wappler, A.; Knittel, L.; Niemunis, A.; Stutz, H. H.
    2021. ALERT Workshop and School (2021), Aussois, France, September 27–29, 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, Eds.) E3S Web of Conferences, 205, Article no: 07001. doi:10.1051/e3sconf/202020507001 Full textFull text of the publication as PDF document 
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. 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. 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 
2014
  1. Quality assessment of coupled partial models considering soil–structure coupling
    Keitel, H.; Jung, B.; Motra, H. B.; Stutz, H.
    2014. Engineering Structures, 59, 565–573. doi:10.1016/j.engstruct.2013.11.003