Applications in Geomechanics

  • Carlos A. Brebbia

Part of the Topics in Boundary Element Research book series (TBOU, volume 4)

Table of contents

  1. Front Matter
    Pages I-XII
  2. J. Dominguez, R. Abascal
    Pages 27-75
  3. A. P. S. Selvadurai, M. C. Au
    Pages 112-128
  4. K. Mizumura
    Pages 145-154
  5. G. P. Lennon
    Pages 155-172
  6. Back Matter
    Pages 173-173

About this book


The first volume of this series dealt with the Basic Principles of Boundary Elements, while the second concentrated on time dependent problems and Volume three on the Computational Aspects of the method. This volume studies the applications of the method to a wide variety of geomechanics problems, most of which are ideally suited for boundary elements demonstrating the potentiality of the technique. Chapter 1 deals with the application of BEM to three dimensional elastody­ namics soil-structure interaction problems. It presents detailed formulations for rigid, massless foundations of arbitrary shape both in the frequency and time domains. The foundations are assumed to be resting on a linearly elastic, homogeneous, isotropic half-space and be subjected to externally applied loads on obliquely incident body. The chapter reviews the major advances in soil foundation interaction presents a series of numerical results and stresses the practical application of BEM, pointing out the high accuracy and efficiency of the technique, even when using coarse mesh discretizations.


Vibration calculus integral equation mechanics modeling numerical method soil mechanics

Editors and affiliations

  • Carlos A. Brebbia
    • 1
  1. 1.Computational Mechanics InstituteWessex Institute of TechnologyAshurst, HampshireEngland

Bibliographic information

  • DOI
  • Copyright Information Springer-Verlag Berlin Heidelberg 1987
  • Publisher Name Springer, Berlin, Heidelberg
  • eBook Packages Springer Book Archive
  • Print ISBN 978-3-642-83014-3
  • Online ISBN 978-3-642-83012-9
  • Buy this book on publisher's site