DEVELOPMENT OF A FLOATING RING OEDOMETER FOR TESTING GEOMATERIALS

Authors

  • Okewale, I.A

    Federal University of Technology Akure, Nigeria

  • Fasan, J.O

    Federal University of Technology Akure, Nigeria

  • Abiwo, O.O

    Federal University of Technology Akure, Nigeria

DOI:
https://doi.org/10.51459/futajeet.2024.18.1.513
Keywords:
Floating ring oedometer, one-dimensional compression, natural and reconstituted geomaterials, specific volume
Abstract

Evaluation of load-deformation characteristics of geomaterials is very essential and this is commonly obtained by conducting one-dimensional compression test using standard oedometer. However, only limited stress can be achieved using standard oedometer and many geomaterials particularly in the natural state require high stress. A floating ring oedometer has been designed, fabricated, assembled and used for testing clay for evaluation. This was achieved using steel and polymeric materials and fabrication tools. A vertical stresses of up to 20 MPa can be achieved in this new apparatus and can be used for both natural and reconstituted geomaterials. The new apparatus is comparable to standard oedometer based on evaluation.

 

 

Author Biographies
  1. Okewale, I.A, Federal University of Technology Akure, Nigeria

    1Department of Mining Engineering

  2. Fasan, J.O, Federal University of Technology Akure, Nigeria

    Department of Industrial and Production Engineering

  3. Abiwo, O.O, Federal University of Technology Akure, Nigeria

     

    Department of Mining Engineering

References

Baudet, B.A. and Stallebrass, S.E. (2001). Modelling the destructuring of soft natural clays.

Computer Methods and Advances in Geomechanics 1(1), 297-302.

Bishop, A.W. and Henkel, D.J. (1962). The Measurement of Soil Properties in the Triaxial Test. 2nd Ed., Edward Arnold: London.

Casagrande, A. (1936). The Determination of Preconsolidation Load and its Practical Significance. Proc., 1st International Conference on Soil Mechanics Foundation Engineering, Cambridge, p 60-65.

Jefferies, M.G. and Been, K. (2000). Implications for Critical State Theory from Isotropic Compression of Sand. Geotechnique, 50(4), 419-429.

Liu, M.D., Carter, J.P. and Airey, D.W. (2011). Sydney Soil model: (I) theoretical formulation. International J. of Geomechanics, 11(3), 211-224.

Liu, M.D., Zhuang, Z. and Horpibulsuk, S. (2013). Estimation of the compression behaviour of reconstituted clays. Engineering Geology, 167,

84-94.

Ng, A.M.Y., Yeung, A.T., Lee, P.K.K. and Tham, L.G. (2006). Design, Fabrication, and Assembly of a Large Oedometer. Geotech. Test. Journal, 29(4), 1-8.

Okewale, I.A. and Coop, M.R. (2017). A study of the effects of weathering on soils derived from decomposed volcanic rocks. Engineering. Geology, 222, 53-71.

Okewale, I.A. and Coop, M.R. (2018). Suitability of different approaches for analysing and predicting the behaviour of decomposed volcanic rocks. J. Geotech Geoenviron Eng., 144(9), 1-14.

Okewale, I.A. (2019). Influence of fines on the compression behaviour of decomposed volcanic rocks. Int. J. of Geo-Engineering, 10(1), 1-17.

Rocchi, I. and Coop, M.R. (2014). Experimental accuracy of the initial specific volume. Geotech. Test. J., Vol. 37(1), 1-13..

Rowe, P.W. and Barden, E.M. (1966). A New Consolidation Cell. Ondontol Bonaer, 16(2), 162–170.

Shipton, B. and Coop, M.R. (2012). On the Compression Behaviour of Reconstituted Soils. Soils and Found., 52(4), 668–681.

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Published
2024-05-20
Issue
Vol. 18 No. 1 (2024): FUTA Journal of Engineering and Engineering Technology
Section
Articles
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How to Cite

DEVELOPMENT OF A FLOATING RING OEDOMETER FOR TESTING GEOMATERIALS . (2024). FUTA JOURNAL OF ENGINEERING AND ENGINEERING TECHNOLOGY, 18(1), 42-47. https://doi.org/10.51459/futajeet.2024.18.1.513

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