Skip to main content
SpringerLink
Log in
Book cover

Holistic Simulation of Geotechnical Installation Processes

Theoretical Results and Applications

  • Book
  • © 2017

Overview

Editors:
  1. Theodoros Triantafyllidis

    1. IBF, KIT Karlsruher Institut für Technologie, Karlsruhe, Germany

    View editor publications

    You can also search for this editor in PubMed   Google Scholar

  • Provides recent developments and improvements in modeling
  • Summarizes the development of constitutive models for soils
  • Helps postdocs as well as design engineers in practice interested on the influence of geotechnical installation processes on adjacent structures
  • Includes supplementary material: sn.pub/extras

Part of the book series: Lecture Notes in Applied and Computational Mechanics (LNACM, volume 82)

This is a preview of subscription content, log in via an institution to check access.

Access this book

Log in via an institution
eBook USD 84.99
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book USD 109.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book USD 109.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Other ways to access

Licence this eBook for your library

Institutional subscriptions

Table of contents (16 chapters)

  1. Front Matter

    Pages i-viii
    Download chapter PDF

  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
    Download chapter PDF
Back to top

Keywords

About this book

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.


Editors and Affiliations

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

    Theodoros Triantafyllidis

Bibliographic Information

Publish with us

Policies and ethics

Back to top

Search

Navigation