Assessment of the structural and geotechnical conditions of embedded structures in small-scale models is challenging when undisturbed samples are required. Modelling of stone column reinforcements of soft clay deposits are typical examples of this situation. In this case, a non-intrusive inspection is very important for gathering additional information that can explain the test results. Herein, the use of X-ray computed tomography (MicroCT) scans for assessing the quality of stone column reinforcements in a small-scale centrifuge model after tests are performed is presented. The results indicate that this technique can provide crucial information in three-dimensional (3D) space for interpreting the test results regarding the structural conditions of the columns. Some features as granular grading distribution, clogging, deformation and general aspects that may interfere with the results are shown for some columns. Sampling techniques are described in detail, and the difficulties encountered in the study are discussed, mainly those related to image treatment. The final product (3D image) is quite attractive in terms of visual details of the model enabling, thus, a more qualified conclusion.
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June 2017
Research Article|
December 08 2016
General evaluation of sand column models by X-ray MicroCT Available to Purchase
Paola Machado Barreto Manhães, MSc;
Paola Machado Barreto Manhães, MSc
Doctorate Student, Formely Master Student
Pontifical Catholic University of Rio de Janeiro – PUC-Rio, Rio de Janeiro, Brazil
Department of Civil Engineering, State University of Norte Fluminense Darcy Ribeiro – UENF, Campos dos Goytacazes, Brazil
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Fernando Saboya, DSc;
Fernando Saboya, DSc
Professor
Department of Civil Engineering, State University of Norte Fluminense Darcy Ribeiro – UENF, Campos dos Goytacazes, Brazil (corresponding author: saboya@uenf.br)
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José Tavares Araruna, PhD;
José Tavares Araruna, PhD
Adjunct Professor
Department of Civil Engineering, Pontifical Catholic University of Rio de Janeiro – PUC-Rio, Rio de Janeiro, Brazil
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Sérgio Tibana, DSc;
Sérgio Tibana, DSc
Adjunct Professor
Department of Civil Engineering, State University of Norte Fluminense Darcy Ribeiro – UENF, Campos dos Goytacazes, Brazil
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Daniela Alexandra Marques, MSc;
Daniela Alexandra Marques, MSc
Doctorate Student
Department of Civil Engineering, University of Porto, Porto, Portugal
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Sidnei Paciornik, DSc;
Sidnei Paciornik, DSc
Associate Professor
Department of Chemical and Materials Engineering, Pontifical Catholic University of Rio de Janeiro – PUC-Rio, Rio de Janeiro, Brazil
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Haimon Diniz Lopes Alves, DSc;
Haimon Diniz Lopes Alves, DSc
Adjunct Professor
Department of Applied Physics and Thermodynamics, State University of Rio de Janeiro – UERJ, Rio de Janeiro, Brazil
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Marcos Henrique de Pinho Maurício, DSc
Marcos Henrique de Pinho Maurício, DSc
Senior Engineer
Department of Chemical and Materials Engineering, Pontifical Catholic University of Rio de Janeiro – PUC-Rio, Rio de Janeiro, Brazil
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Publisher: Emerald Publishing
Received:
November 27 2015
Accepted:
November 14 2016
Online ISSN: 2042-6550
Print ISSN: 1346-213X
ICE Publishing: All rights reserved
2016
International Journal of Physical Modelling in Geotechnics (2017) 17 (2): 91–102.
Article history
Received:
November 27 2015
Accepted:
November 14 2016
Citation
Manhães PMB, Saboya F, Araruna JT, Tibana S, Marques DA, Paciornik S, Alves HDL, Maurício MHDP (2017), "General evaluation of sand column models by X-ray MicroCT". International Journal of Physical Modelling in Geotechnics, Vol. 17 No. 2 pp. 91–102, doi: https://doi.org/10.1680/jphmg.15.00048
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