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A triaxial device for unsaturated sand — New Developments

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Unsaturated Soils: Experimental Studies

Part of the book series: Springer Proceedings in Physics ((SPPHY,volume 93))

Summary

Investigation into the mechanical and hydro-mechanical behaviour of unsaturated sand requires special laboratory equipment for testing and preparing the specimens. In this paper, the requirements for a triaxial testing device for unsaturated sand are presented. With respect to the requirements for testing unsaturated sand (axis-translation technique), measuring small overall and pore-water volume change, and the control or measurement of small values of suction, a new triaxial device has been developed. It consists of a double-walled triaxial cell, a modular loading frame including the axial power unit, and a pc for controlling and data logging. The device enables the determination of the shear strength, the SWCC, and the hydraulic conductivity of unsaturated sand.

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References

  1. W. F. Anderson, A. K. Goodwin, I. C. Pyrah, and T. H. Salman. Equipment for one-dimensional compression and triaxial testing of unsaturated granular soils at low stress levels. Geotechnical Testing Journal, 20(1): 74–89, 1997.

    Google Scholar 

  2. S. Aversa and M. V. Nicotera. A triaxial and oedometer apparatus for testing unsaturated soils. Geotechnical Testing Journal, 25(1): 3–15, 2002.

    Google Scholar 

  3. J. Biarez and P.-Y. Hicher. Elementary Mechanics of Soil Behaviour-Saturated Remoulded Soils. A.A. Balkema, Rotterdam/Brookfield, 1994.

    Google Scholar 

  4. J. L. Colliat-Dangus, J. Desrues, and P. Foray. Triaxial testing of granular soil under elevated cell pressure. In R. C. Chaney R. T. Donaghe and M. L. Silver, editors, Advanced Triaxial Testing of Soil ans Rock, pages 290–310, Baltimore, 1988.

    Google Scholar 

  5. A. Cresswell, M. E. Barton, and R. Brown. Determining the maximum density of sands by pluviation. Geotechnical Testing Journal, 22(4): 324–328, 1999.

    Google Scholar 

  6. J. Desrues, B. Zweschper, and P.A. Vermeer. Database for tests on Hostun RF sand, 2000.

    Google Scholar 

  7. J. Engel, C. Lauer, and M. Pietsch. A modular triaxial testing device for unsaturated soils. In GTMM 2003 International Symposium on Geotechnical Measurements and Modelling, Karlsruhe, 2003. Accepted for publication.

    Google Scholar 

  8. E. Flavigny, J. Desrues, and B. Palayer. Le sable d’hostun. Rev. Franc. Géotechn., 53: 67–70, 1990.

    Google Scholar 

  9. S. Leroueil, F. Tavenas, P. La Rochelle, and M. Tremblay. Influence of filter paper and leakage on triaxial testing. In R. T. Donaghe, R. C. Chaney, and M. L. Silver, editors, Advanced Triaxial Testing of Soil and Rock, ASTM STP 977, pages 189–215, Philadelphia, 1988. ASTM.

    Google Scholar 

  10. Y. Lins and T. Schanz. Determination of hydro-mechanical properties of sand. In T. Schanz, editor, Int. Conf. From experimental evidence towards numerical modelling of unsaturated soils, Lecture Notes in Applied Mechanics. Springer, 2003.

    Google Scholar 

  11. H. Müllerschön. Spannungs-Verformungsverhalten granularer Materialien am Beispiel von Berliner Sand. PhD thesis, Universität Stuttgart Institut für Mechanik Lehrstuhl II, 2000. Bericht Nr. II-6.

    Google Scholar 

  12. E. Romero, J.A. Facio,, A. Lloret, A. Gens, and E. E. Alonso. A new suction and temprerature controlled triaxial apparatus. In Proceedings of the Fourthteenth International Conference on Soil Mechanics and Foundation Engineering, pages 185–188, Hamburg, 1997.

    Google Scholar 

  13. T. Schanz. Zur Modellierung des mechanischen Verhaltens von Reibungsmaterialien. Habilitationsschrift, 1998.

    Google Scholar 

  14. G. K. Scholey, J. D. Frost, L. C. F. Presti, and M. Jamiolkowski. A review of instrumentation for measuring small strains during triaxial testing of soil specimens. Geotechnical Testing Journal, GTJODJ,, 18(2): 137–156, 1995.

    Google Scholar 

  15. S. J. Wheeler. The undrained shear strength of soils containing large gas bubbles. Géotechnique, 38(3): 399–413, 1988.

    MathSciNet  Google Scholar 

  16. D. Wulfsohn, B. A. Adams, and D.G. Fredlund. Triaxial testing of unsaturated agricultural soils. J. agric. Engng Res., 69: 317–330, 1998.

    Article  Google Scholar 

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© 2005 Springer-Verlag Berlin Heidelberg

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Lauer, C., Engel, J. (2005). A triaxial device for unsaturated sand — New Developments. In: Schanz, T. (eds) Unsaturated Soils: Experimental Studies. Springer Proceedings in Physics, vol 93. Springer, Berlin, Heidelberg. https://doi.org/10.1007/3-540-26736-0_23

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  • DOI: https://doi.org/10.1007/3-540-26736-0_23

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-540-21121-1

  • Online ISBN: 978-3-540-26736-2

  • eBook Packages: EngineeringEngineering (R0)

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