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


2025
  1. A High Cycle Accumulation Model for Polychromatic and Stochastic Loading
    Niemunis, A.; Stutz, H. H.
    2025. Recent Developments of Soil Mechanics and Geotechnics in Theory and Practice. Ed.: T. Wichtmann, 89–120, Springer Nature Switzerland. doi:10.1007/978-3-031-71896-0_7
2024
  1. The generalized intergranular strain concept and its confrontation with experimental data
    Mugele, L.; Stutz, H. H.; Mašín, D.
    2024, September 30. 35th ALERT Workshop and School (2024), Aussois, France, September 30–October 5, 2024 
  2. Großtriaxial-Versuchstechnik: Erfahrungen und Möglichkeiten für den Grund- und Erdbau
    Stutz, H. H.; Reith, H.; Peña Pinto, C. F.; Bieberstein, A.
    2024. Baugrundtagung 2024, 123–128, Deutsche Gesellschaft für Geotechnik (DGGT) 
  3. Influence of lateral stress on soil-structure interface tests in a hollow cylinder apparatus = Influence de la contrainte latérale sur les expérience d’interface sol-structure dans un appareil à cylindre creux
    Gehring, S.; Stutz, H. H.; Lohrmann, T.; Förschler, P.
    2024. Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society, Proceedings of the XVIII ECSMGE 2024, 1640–1643, CRC Press. doi:10.1201/9781003431749-304Full textFull text of the publication as PDF document
  4. Method for triaxial experiments for unconventional strain paths and back-calculation using Neohypoplasticity
    Zürn, J.; Mugele, L.; Stutz, H. H.
    2024. Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society, Proceedings of the XVIII ECSMGE 2024, Lissabon, 26th-30th August 2024, 1001–1004, CRC Press. doi:10.1201/9781003431749-174Full textFull text of the publication as PDF document
  5. Novel experimental method for rate-independent triaxial tests under partial drainage condition
    Zürn, J.; Mugele, L.; Stutz, H. H.
    2024. Géotechnique Letters, 14 (3), 1–20. doi:10.1680/jgele.23.00120
  6. Generalized intergranular strain concept and its application to hypoplastic models
    Mugele, L.; Stutz, H. H.; Mašín, D.
    2024. Computers and Geotechnics, 173, Art.-Nr.: 106480. doi:10.1016/j.compgeo.2024.106480Full textFull text of the publication as PDF document
  7. Feldversuch zum Rüttelstopfsäuleneinbau und Betrachtungen zur Hohlraumaufweitung
    Mugele, L.; Knittel, L.; Osinov, V.; Pandrea, P.; Stutz, H. H.
    2024. geotechnik, 47 (2), 98–109. doi:10.1002/gete.202300018
  8. The high-cyclic model for sand tested beyond the usual ranges of application
    Knittel, L.; Lamparter, A.; Niemunis, A.; Stutz, H. H.
    2024. Acta Geotechnica, 19 (2), 549–560. doi:10.1007/s11440-023-02031-yFull textFull text of the publication as PDF document
  9. Zur Anwendung der Neohypoplastizität mit generalisierter intergranularer Dehnung
    Mugele, L.; Stutz, H. H.
    2024. Numerik in der Geotechnik, 7. und 8. November 2024, Bundesanstalt für Wasserbau, Karlsruhe, 64–70, Bundesanstalt für Wasserbau (BAW) Full textFull text of the publication as PDF document
  10. Untersuchungen zum Verflüssigungswiderstand eines Tagebau‐Kippenbodens bei Anregung durch erdbebentypische Signale
    Knittel, L.; Machaček, J.; Gehring, S.; Raabe, P.; Dahmen, D.; Wichtmann, T.; Stutz, H. H.
    2024. geotechnik, 47 (3). doi:10.1002/gete.202200015
  11. Evolution of excess pore water pressure in undrained clay-structure interface shear tests
    Martinez, A.; Stutz, H. H.
    2024. (A. Viana da Fonseca & C. Ferreira, Eds.) E3S Web of Conferences, 544, Art.-Nr.: 01025. doi:10.1051/e3sconf/202454401025Full textFull text of the publication as PDF document
  12. Neohypoplasticity Revisited
    Mugele, L.; Niemunis, A.; Stutz, H. H.
    2024. International Journal for Numerical and Analytical Methods in Geomechanics, 48 (1), 311–331. doi:10.1002/nag.3640Full textFull text of the publication as PDF document
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/s11440-023-02126-6Full 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.2023.572Full 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. State-of-the-art review on plant-based solutions for soil improvement
    Li, S.; Wang, Z.; Stutz, H. H.
    2023. Biogeotechnics, 1 (3), 100035. doi:10.1016/j.bgtech.2023.100035
  8. 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, 171, 107940. doi:10.1016/j.soildyn.2023.107940
  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. 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.170Full 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/s11440-021-01199-5Full 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/202020507001Full 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