Modelling with Transparent Soils

Visualizing Soil Structure Interaction and Multi Phase Flow, Non-Intrusively

  • Magued Iskander

Table of contents

  1. Front Matter
  2. Magued Iskander
    Pages 1-4
  3. Magued Iskander
    Pages 19-25
  4. Magued Iskander
    Pages 27-44
  5. Magued Iskander
    Pages 85-115
  6. Magued Iskander
    Pages 117-135
  7. Magued Iskander
    Pages 137-164
  8. Magued Iskander
    Pages 181-225
  9. Magued Iskander
    Pages 227-258
  10. Magued Iskander
    Pages 259-292
  11. Magued Iskander
    Pages 293-298
  12. Back Matter

About this book


The fundamental premise of this monograph is that transparent synthetic materials with geotechnical properties similar to those of natural soils can be used to study 3D deformation and flow problems in natural soils. Transparent soils can be made by matching the refractive index of synthetic soil materials and the pore fluid. This monographs presents the geotechnical behaviour of several families of transparent soils that can be combined to meet model-test requirements, in terms of strength, deformation, or permeability.

"Modelling with Transparent Soils" demonstrates how an optical system consisting of a laser light, a CCD camera, a frame grabber, and a PC can be used to measure spatial deformations in transparent soil models non-intrusively. Transparent soil models are sliced optically using a laser light sheet. A distinctive speckle pattern is generated by the interaction of the laser light and transparent soil. A 2D deformation field is obtained from two speckle images by using an image processing technique named adaptive cross-correlation, which is an advanced form of the digital image cross-correlation (DIC) algorithm that utilizes both window sizing and window shifting methods. The monograph demonstrates that comparison of 2D deformation fields between transparent soil and natural soil showed that the results were comparable in almost every aspect. Three dimensional fields can be produced by combining multiple 2D fields in Matlab.

Multiphase flow and surfactant flushing tests were also simulated using a layered transparent soil systems and several contaminants.  The developed technology allows for visualizing the contamination concentration and evaluating the performance of remediation  technologies in bench scale model tests. 


Centrifuge Contamination DNAPL Fundament Geomechanics Mechanics Model Tests Modelling Multi Phase Flow NAPL Soil Structure Interaction Tank Tests contaminant geotechnical engineering remediation

Authors and affiliations

  • Magued Iskander
    • 1
  1. 1.Polytechnic Institute of NYUBrooklynUSA

Bibliographic information

  • DOI
  • Copyright Information Springer-Verlag Berlin Heidelberg 2010
  • Publisher Name Springer, Berlin, Heidelberg
  • eBook Packages Engineering Engineering (R0)
  • Print ISBN 978-3-642-02500-6
  • Online ISBN 978-3-642-02501-3
  • Series Print ISSN 1866-8755
  • Series Online ISSN 1866-8763
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