Holistic Simulation of Geotechnical Installation Processes

1. Front Matter

   Pages i-viii

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2. Adaptive Management Evaluation of the SQBRC Excavation

   • Richard J. Finno, Zhenhao Shi, Sangre Kim, Nathan Crafton, Daniel Rendell

   Pages 1-28

3. Stress Paths on Displacement Piles During Monotonic and Cyclic Penetration

   • Jakob Vogelsang, Gerhard Huber, Theodoros Triantafyllidis

   Pages 29-52

4. Contribution to the Non-Lagrangian Formulation of Geotechnical and Geomechanical Processes

   • Daniel Aubram, Frank Rackwitz, Stavros A. Savidis

   Pages 53-100

5. Experimental Investigation of Vibratory Pile Driving in Saturated Sand

   • Jakob Vogelsang, Gerhard Huber, Theodoros Triantafyllidis

   Pages 101-123

6. FE Simulation of Model Tests on Vibratory Pile Driving in Saturated Sand

   • Stylianos Chrisopoulos, Jakob Vogelsang, Theodoros Triantafyllidis

   Pages 124-149

7. Some Aspects of the Boundary Value Problems for the Cyclic Deformation of Soil

   • Vladimir A. Osinov

   Pages 150-167

8. Computer Aided Calibration, Benchmarking and Check-Up of Constitutive Models for Soils. Some Conclusions for Neohypoplasticity

   • Andrzej Niemunis, Carlos Eduardo Grandas-Tavera

   Pages 168-192

9. Simulation of Cyclic Loading Conditions Within Fluid-Saturated Granular Media

   • Wolfgang Ehlers, Maik Schenke, Bernd Markert

   Pages 193-215

10. Strategies to Apply Soil Models Directly as Friction Laws in Soil Structure Interactions

    • Christian Weißenfels, Ajay B. Harish, Peter Wriggers

    Pages 216-236

11. A Zero Elastic Range Hypoplasticity Model for Sand

    • Mahdi Taiebat, Yannis F. Dafalias

    Pages 237-256

12. Cyclic Response of Natural Onsøy Clay

    • Nina Müthing, Thomas Barciaga, Tom Schanz

    Pages 257-274

13. Cyclic Response of Natural Onsøy Clay

    • Thomas Barciaga, Nina Müthing, Maria Datcheva, Tom Schanz

    Pages 275-296

14. Numerical Investigations of the Effects of Dynamic Construction Processes on Deep Excavation Walls

    • Carla Henning, Andrea Thom, Achim Hettler

    Pages 297-302

15. Total and Quasi-Elastic Strains Due to Monotonous and Low-Cycle Loading by Means of Experimental and Numerical Element Tests

    • Stefanie Danne, Achim Hettler

    Pages 303-323

16. Constitutive Model for Viscous Clays Under the ISA Framework

    • Merita Tafili, Theodoros Triantafyllidis

    Pages 324-340

17. Evaluating the Performance of an ISA-Hypoplasticity Constitutive Model on Problems with Repetitive Loading

    • William Fuentes, Theodoros Triantafyllidis, Carlos Lascarro

    Pages 341-362

18. Back Matter

    Pages 363-363

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This book provides recent developments and improvements in the modeling as well as application examples and is a complementary work to the previous Lecture Notes Vols. 77 and 80. 
It summarizes the fundamental work from scientists dealing with the development of constitutive models for soils, especially cyclic loading with special attention to the numerical implementation. In this volume the neo-hypoplasticity and the ISA (intergranular strain anisotropy) model in their extended version are presented. Furthermore, new contact elements with non-linear constitutive material laws and examples for their applications are given.
Comparisons between the experimental and the numerical results show the effectiveness and the drawbacks and provide a useful and comprehensive pool for all the constitutive model developers and scientists in geotechnical engineering, who like to prove the soundness of new approaches.

• Simulation techniques
• Physical modelling
• Cyclic Loading
• Intergranular strain anisotropy model
• Constitutive material laws

• IBF, KIT Karlsruher Institut für Technologie, Karlsruhe, Germany

  Theodoros Triantafyllidis

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