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First published January 1998

Assessment of On-Sample Instrumentation for Repeated Load Triaxial Tests

Abstract

Five laboratories have been involved in a series of comparative studies of the repeated load triaxial testing of soils and unbound granular materials as found in the lower layers of pavement construction. These comparisons with soil, granular materials, and an artificial specimen are outlined. The performance of the varied types of instruments that measure both axial and radial deformations is assessed, with particular attention to the fixing arrangements, instrument limitations, and weight. On the basis of the information presented, recommendations are given about the most appropriate types of instrument. No universal type is recommended, and it is clear that some variation in performance is an inevitable consequence of the measurement process.

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References

1. Loach S. C. Repeated Loading of Fine Grained Soils for Pavement Design. Ph.D. thesis. University of Nottingham, 1987.
2. Brown S. F., O’Reilly M. P., and Pappin J. W. Repeated Load Triaxial Apparatus for Granular Materials. In Unbound Aggregates in Roads (Jones R. H. and Dawson A. R., eds.), Butterworths, London, 1989, pp. 143–158.
3. Paute J.-L., Marignier J., and Vidal B. Le triaxial à chargements répétés des Laboratoires des Ponts et Chaussées pour l’étude des graves non traitées. Bull. de Liaison des Laboratoires des Ponts et Chaussées, No. 190, Mars-Avril, 1994.
4. Gomes Correia A., and Gillett S. D. A large triaxial apparatus for the study of granular materials under repeated loading used at LNEC. In Flexible Pavements (Gomes Correia A., ed.), Balkema, Rotterdam, 1996, pp. 45–51.
5. Sweere G. T. H. Unbound Granular Bases for Roads. Ph.D. thesis. Delft University of Technology, Netherlands, 1990.
6. Hornych P., Gomes Correia A., and Gillett S. D. Equipment and Procedures for Triaxial Testing of Subgrade Soils. In Flexible Pavements (Gomes Correia A., ed.), Balkema, Rotterdam, 1996, pp. 85–98.
7. Odèon H., Kerzreho J. P., Kobisch R., and Paute J.-L. Experiments with Three Unbound Granular Materials on the LCPC Circular Test Track. In Flexible Pavements (Gomes Correia A., ed.), Balkema, Rotterdam, 1996, pp. 301–310.
8. Galjaard P. J., Paute J.-L., and Dawson A. R. Comparison and Performance of Repeated Load Triaxial Test Equipment for Unbound Granular Materials. In Flexible Pavements (Gomes Correia A., ed.), Balkema, Rotterdam, 1996, pp. 7–21.
9. Karaşahin M. Resilient Behaviour of Granular Materials for Analysis of Highway Pavements. Ph.D. thesis. University of Nottingham, 1993.
10. Cheung L. W. Laboratory Assessment of Pavement Foundation Materials. PhD thesis. University of Nottingham, 1994.
11. Dawson A. R., Cheung L. W., and Brown S. F. Improvements to Road Foundation Design: Laboratory Tests for Road Foundation Design. Report PGR93004, Department of Civil Engineering, University of Nottingham, Nov. 1993.
12. Goto S., Tatsuoka F., Shibuya S., Kim Y. S., and Sato T. A Simple Gauge for Local Small Strain Measurements in the Laboratory. Soils and Foundations, Vol. 31, No. 1, 1991, pp. 169–180.
13. Tatsuoka F., Sato T., Park C. S., Kim Y. S., Mukabi J. N., and Kohata Y. Measurement of Elastic Properties of Geomaterials in Laboratory Compression Tests. Geotechnical Testing Journal ASTM, Vol. 17, No. 1, 1994, pp. 80–94.

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Article first published: January 1998
Issue published: January 1998

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© 1998 National Academy of Sciences.
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Authors

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Andrew R. Dawson
Department of Civil Engineering, University of Nottingham, Nottingham, NG7 2RD, United Kingdom
Simon D. Gillett
Roughton International, Southampton SO15 0HW, United Kingdom

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