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Holistic Simulation of Geotechnical Installation Processes

Benchmarks and Simulations

  • Book
  • © 2016

Overview

Editors:
  1. Theodoros Triantafyllidis

    1. KIT Karlsruhe Institute of Technology, Karlsruhe, Germany

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  • Combines theoretical modeling and engineering design
  • Interdisciplinary perspective on the mechanics of and engineering approaches to practical problems in geotechnical installation processes
  • Explains in detail methods for estimating the deformations of adjacent structures due to special installation processes
  • Includes supplementary material: sn.pub/extras

Part of the book series: Lecture Notes in Applied and Computational Mechanics (LNACM, volume 80)

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Table of contents (12 chapters)

  1. Front Matter

    Pages i-viii
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  2. Requirements, Concepts, and Selected Results for Model Tests on Pile Penetration

    • J. Vogelsang, G. Huber, T. Triantafyllidis
    Pages 1-30

  3. Interpretation of Vibratory Pile Penetration Based on Digital Image Correlation

    • J. Vogelsang, G. Huber, T. Triantafyllidis, T. Bender
    Pages 31-51

  4. Dynamic Problem for the Deformation of Saturated Soil in the Vicinity of a Vibrating Pile Toe

    • S. Chrisopoulos, V. A. Osinov, T. Triantafyllidis
    Pages 53-67

  5. Vibration-Induced Stress Changes in Saturated Soil: A High-Cycle Problem

    • V. A. Osinov, S. Chrisopoulos, C. Grandas-Tavera
    Pages 69-84

  6. Peak Stress Obliquity in Drained and Undrained Sands. Simulations with Neohypoplasticity

    • Andrzej Niemunis, Carlos E. Grandas Tavera, Torsten Wichtmann
    Pages 85-114

  7. Constitutive Model for Clays Under the ISA Framework

    • W. Fuentes, M. Hadzibeti, Theodoros Triantafyllidis
    Pages 115-129

  8. On the Use of Isotropic Hardening Plasticity to Model Cyclic Consolidation of Fine Grained Soils

    • Nina Müthing, Thomas Barciaga, Tom Schanz
    Pages 131-147

  9. Experimental and Numerical Element Tests for Granular Soils: Performance of Different Constitutive Models for Monotonous and Low-Cycle Loading

    • Stefanie Danne, Achim Hettler
    Pages 149-162

  10. Towards the Holistic Simulation of Geotechnical Foundation Processes Using Vibro-Injection Piles

    • Wolfgang Ehlers, Maik Schenke, Bernd Markert
    Pages 163-185

  11. Theory and Numerical Modeling of Geomechanical Multi-material Flow

    • Daniel Aubram, Stavros A. Savidis, Frank Rackwitz
    Pages 187-229

  12. Prediction of Construction-Induced Deformations of Deep Excavation Walls by the Use of a Holistic 3D-Finite-Element Model

    • Andrea Thom, Achim Hettler
    Pages 231-239

  13. Mesoscale Modeling and Properties of Clay Aggregates

    • Andrew J. Whittle, Davoud Ebrahimi, Roland J.-M. Pellenq
    Pages 241-253
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Keywords

About this book

This book examines in detail the entire process involved in implementing geotechnical projects, from a well-defined initial stress and deformation state, to the completion of the installation process.
 
The individual chapters provide the fundamental knowledge needed to effectively improve soil-structure interaction models. Further, they present the results of theoretical fundamental research on suitable constitutive models, contact formulations, and efficient numerical implementations and algorithms. Applications of fundamental research on boundary value problems are also considered in order to improve the implementation of the theoretical models developed. Subsequent chapters highlight parametric studies of the respective geotechnical installation process, as well as elementary and large-scale model tests under well-defined conditions, in order to identify the most essential parameters for optimizing the process.


The book provides suitable methods for simulating boundary value problems in connection with geotechnical installation processes, offering reliable predictions for the deformation behavior of structures in static contexts or dynamic interaction with the soil. 

Editors and Affiliations

  • KIT Karlsruhe Institute of Technology, Karlsruhe, Germany

    Theodoros Triantafyllidis

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