Modelling with transparent soils : visualizing soil structure interaction and multi phase flow, non-intrusively
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 ma...
Tallennettuna:
| Päätekijä: | |
|---|---|
| Aineistotyyppi: | Livre numérique |
| Kieli: | Anglais |
| Julkaistu: |
Berlin, Heidelberg :
Springer Berlin Heidelberg
[20..].
Cham : Springer Nature |
| Sarja: | Springer series in geomechanics and geoengineering
|
| Linkit: | Accès sur la plateforme de l'éditeur Accès sur la plateforme Istex Accès Université d'Orléans Accès INSA CVL |
| Huomautus: |
Archives Springer e-books (Licence nationale) Archives Springer e-books (Licence nationale) |
| Autres localisations: | Voir dans le Sudoc |
| Edition sous un autre format: | • Modelling with transparent soils, visualizing soil structure interaction and multi phase flow, non-intrusively, by Magued Iskander, 2010, Berlin, Springer, 1 vol. (XIV-331 p.), Springer series in geomechanics and geoengineering, 978-3-642-02500-6 |
| LEADER | 04280nam a22003137a 4500 | ||
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| 001 | 943244 | ||
| 008 | 110106q2000 xx ||| |||| 00| 0 eng d | ||
| 009 | PPN149075448 | ||
| 020 | |a 9783642025013 | ||
| 041 | 0 | |a eng | |
| 082 | |a 624.15 | ||
| 100 | 1 | |a Iskander, Magued, |d 19..- | |
| 245 | 1 | 0 | |a Modelling with transparent soils : |b visualizing soil structure interaction and multi phase flow, non-intrusively |c by Magued Iskander. |
| 260 | |a Berlin, Heidelberg : |b Springer Berlin Heidelberg. | ||
| 260 | |a Cham : |b Springer Nature, |c [20..]. | ||
| 490 | 0 | |a Springer series in geomechanics and geoengineering |x 1866-8755 | |
| 500 | |a Archives Springer e-books (Licence nationale) | ||
| 500 | |a Archives Springer e-books (Licence nationale) | ||
| 505 | 1 | |a to Transparent Soils Optical Techniques in Geotechnical Engineering to Light and Optics Optical Measurement of Strain and Stress Geotechnical Properties of Transparent Silica Powders Geotechnical Properties of Silica Gels Geotechnical Properties of Aquabeads Digital Image Correlation Application of DIC for Measuring Deformations in Transparent Soils Validation of Measured 2D Deformations 3D Deformation Measurement 2D Flow in Transparent Synthetic Soils Epilogue | |
| 506 | |a Accès en ligne pour les établissements français bénéficiaires des licences nationales | ||
| 506 | |a Accès soumis à abonnement pour tout autre établissement | ||
| 506 | |a Conditions particulières de réutilisation pour les bénéficiaires des licences nationales. https://www.licencesnationales.fr/springer-nature-ebooks-contrat-licence-ln-2017 | ||
| 520 | |a 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 | ||
| 776 | 0 | |0 14659214X |t Modelling with transparent soils |o visualizing soil structure interaction and multi phase flow, non-intrusively |f by Magued Iskander |d 2010 |c Berlin |n Springer |p 1 vol. (XIV-331 p.) |s Springer series in geomechanics and geoengineering |z 978-3-642-02500-6 | |
| 856 | 4 | |q PDF |u https://doi.org/10.1007/978-3-642-02501-3 |z Accès sur la plateforme de l'éditeur | |
| 856 | 4 | |u https://revue-sommaire.istex.fr/ark:/67375/8Q1-GJZ67XZ3-H |z Accès sur la plateforme Istex | |
| 856 | 4 | |5 452349901:747827419 |u https://ezproxy.univ-orleans.fr/login?url=https://doi.org/10.1007/978-3-642-02501-3 |z Accès Université d'Orléans | |
| 856 | 4 | |5 180339901:750844639 |u https://ezproxy.insa-cvl.fr/login?qurl=https://doi.org/10.1007/978-3-642-02501-3 |z Accès INSA CVL | |
| 997 | |0 943244 |1 Livre numérique |a Ressource numérique |b INSA |b ENSA |c 0/Bibliothèque numérique/ |c 1/Bibliothèque numérique/Autre ressource numérique/ | ||